allowable drift factor in staadallowable drift factor in staad

How to find the coordinates of two intersecting members, How to generate a solid mesh using a plate mesh. mode shapes to achieve the final dynamic results. The following designation is used for member property 9. It will also depend upon joint placement. The maximum motion is buckling at the point of maximum moment. Please let us know here why this post is inappropriate. Further, limiting values of the drift, etc shall be checked as per the code requirement as discussed in the article UBC 1997 seismic design. Sye Chakraborty, Bentley Technical Support Group. How do you check the story drift in staad pro? location of the mass system of each floor. support reactions and member forces, in that order, are printed. As for example, in IS 1893: 2002 for seismic loading the allowable limit for inter-story drift is 0.004 times the story height whereas in IS 875 for wind loading it is 0.002 times the story height. DISP(CM ) DRIFT(CM ) RATIO STATUS------------------------------------------------------------------------------------------(METE) X Z X ZBASE= 0.00 ALLOW. Is it possible to delete a rule created in error from "Edit Load Rules for Auto Load Combination Generation dialog" ? Story drift check in STAAD.Pro as per ASCE7 - RAM | STAAD | ADINA Wiki The allowable factor, also vary depending on the type of loading. It is defined in Chapter F, page 5-47 of the specifications in the AISC 1989 ASD manual as the distance between cross sections braced against twist or lateral displacement of the compression flange. No Ie, Ip, nor Rho is applied to Ev. + These parameter names, with their default values, are appear in the output are the following. coordinates of joints. Reddit, Inc. 2023. This command is used to direct the program to print This calculated value is checked 1) Computer the shear stress based on the area of the The allowable factor generally varies from one country code to another and may also vary depending on the type of loading. Already a Member? How to use the SET FLOOR ANGLE TOLERANCE command to help achieve correct floor load generation. Table 1. Elastic Fundamental Period, Ta. master joint) of the floor. MODE PARTICIPATION FACTOR AND MODE SHAPE - RAM | STAAD Forum - RAM In this case, the top flange width will remain unchanged. Thank you for helping keep Eng-Tips Forums free from inappropriate posts.The Eng-Tips staff will check this out and take appropriate action. specified with a previously input SECTION command. Spacing of stiffeners for plate girder design. Width of cover plate welded to the bottom flange of the composite beam. A config rule that checks whether an AWS CloudFormation stack's actual configuration differs, or has drifted, from it's expected configuration. DISP(CM )DRIFT(CM ) RATIO STATUS, ------------------------------------------------------------------------------------------, (METE) X Z X Z, BASE= 0.00ALLOW. compression throughout the span, design as a non-composite beam if the How do I model a slab having two different thicknesses such that their top faces are aligned? UBC 1997 Seismic Design For IS For example, in IS 1893: 2002 for seismic loading the Von Mises stresses (VONT, VONB) as well as the angle (ANGLE) defining the How to Implement this value during Analysis. reactions in a tabulated form, by support, for all specified load cases. Main Pipe Rack - an overview | ScienceDirect Topics DISP(CM ) DRIFT(CM ) RATIO STATUS------------------------------------------------------------------------------------------(METE) X Z X ZBASE= 0.00 ALLOW. PRINT STORY DRIFT command is issued, the program In that case, the KZ value in the program can be changed to 1.5, as shown in the input instructions. story. STAAD.Pro. Structural engineering is the use of applied physics and mechanics to analyze and design man-made structures or objects to safely resist the loads imposed upon them. provide CMY, the program will use that value and not calculate LOAD COMBINATION. PDF DRIFT LIMITATIONS: As per IS 1893-2002. 7.11.1 Storey Drift Limitation Currently using a 3000psi concrete (for modulus of elasticity). Config Rules: CloudFormation Stack Drift Detection Check The Any other value be used in lieu of the program calculated value. sidesway in the local Y direction. (i.e., moment-y over section modulus in local y-axis), bending-z (i.e., Will be used only if flexural compression is on the bottom flange. is calculated for that story too. PRINT STORY DRIFT command can now be used to check the If CAN = 0, deflection I don't believe AISC addresses issues such as this. G.5.1 Plate and Shell Elements The rule and the stack are COMPLIANT when the . Close this window and log in. Framing plan is attached. For light-frame . I urgently need the MODE PARTICIPATION FACTORS to get transformed the (Vb,U)-Pushover-Capacity-Curve into an Acceleration-EspectralDisplament-Curve, because Staad is not enable to do such transformation. joints/members/elements or based on a specified list. 6. Allowable Story Drift - AISC (steel construction) Code Issues - Eng-Tips The center of mass of each floor is defined as the mean Discover how this hybrid manufacturing process enables on-demand mold fabrication to quickly produce small batches of thermoplastic parts. and change it if necessary. Drift limits will depend upon the materials of construction: brick, CMU, glazing, drywall, metal panel, PEMB, etc. CMY. ( The rest have to be typed into the input file. Equipment in pairs, stacked exchangers supported from towers, two vessels combined into one, closely located towers with common platforms, process equipment located under the piperackthese are examples that help shorten pipe-rack length. option will output forces in the global coordinate system Primary (P) waves Secondary (S) waves Surface waves 7. 1893: 2002 static seismic load case, even if this factor is not provided the For each of those distinct stories, find all the Set the Ratio parameter value to 1.33 to account for the increase of allowable stress. Design Parameters, TR.44 Printing Section Displacements for Members. Make sure to define Floor Height or Diaphragm before finalizing your model. cases. SSY to be. slenderness ratio for buckling about local z-axis. What you get from STAAD.Pro is the elastic drift and you need to apply the Cd/Ie factor on top of it to get the design drift as outlined in ASCE. denoting end point for calculation of "Deflection Length" (see. (i.e., Axial force (AXIAL), Shear force in local Y and Z axes (SHEAR-Y and Member Length or depth of beam, whichever is greater. The maximum allowable seismic drift limits for piperack shall be in accordance In reference to the MODE SHAPES that we find in the .ANL output. DY1 The DRIFT = L / 25013 -0.0012 -0.0484 0.0012 0.0484 L / 3096 PASS14 0.0690 0.0000 0.0690 0.0000 L / 2174 PASS15 -0.0012 0.0895 0.0012 0.0895 L / 1675 PASS16 -0.0714 0.0003 0.0714 0.0003 L / 2100 PASS17 -0.0012 -0.0892 0.0012 0.0892 L / 1681 PASS18 0.0865 0.0001 0.0865 0.0001 L / 1734 PASS19 -0.0013 0.1119 0.0013 0.1119 L / 1340 PASS20 -0.0890 0.0004 0.0890 0.0004 L / 1685 PASS21 -0.0012 -0.1115 0.0012 0.1115 L / 1345 PASS22 0.0247 0.0002 0.0247 0.0002 L / 6076 PASS23 -0.0013 0.0610 0.0013 0.0610 L / 2460 PASS24 -0.0272 0.0003 0.0272 0.0003 L / 5513 PASS25 -0.0013 -0.0605 0.0013 0.0605 L / 2478 PASS26 0.0870 0.0000 0.0870 0.0000 L / 1724 PASS27 -0.0885 0.0003 0.0885 0.0003 L / 1695 PASS28 -0.0008 0.1118 0.0008 0.1118 L / 1341 PASS29 -0.0007 -0.1116 0.0007 0.1116 L / 1344 PASS30 0.0252 0.0001 0.0252 0.0001 L / 5954 PASSC:\Users\K\Downloads\Gayatri garu- S+G+5(Modified).anl Page 2543 of 2554Tuesday, October 06, 2015, 05:42 PMSTAAD SPACE -- PAGE NO. This command is available for members only. The variables that appear in the output are the following. However if floor diaphragm is present the drift is calculated at, the centre of mass (i.e. It will also depend upon joint placement. axis. Thickness of concrete slab or the thickness of concrete slab above the form steel deck. prints axial force, shear forces, & bending moments at the intermediate sections The displacements for all six directions CMY is not provided, STAAD.Pro will the current unit system. i. PRINT ALL command is equivalent to last five print The Compressive strength of concrete at 28 days. Maximum three locations can be specified for each member when there is no circular opening. It may be assigned any value greater than 0.0. 2) Design single angles for bending about their geometric DRIFT = L / 2506 -0.0045 -0.0026 0.0023 0.0014 L /132189 PASS7 0.2545 -0.0001 0.0781 0.0000 L / 3839 PASS8 -0.0021 0.8416 0.0009 0.2921 L / 1027 PASS9 -0.0464 0.0030 0.0237 0.0015 L / 12639 PASS10 0.2682 0.0023 0.0748 0.0012 L / 4012 PASS11 -0.0396 1.0123 0.0201 0.3517 L / 853 PASS12 -0.3425 0.0026 0.1128 0.0013 L / 2660 PASS13 -0.0347 -1.0075 0.0179 0.3493 L / 859 PASS14 1.2058 0.0058 0.4183 0.0020 L / 717 PASS15 -0.0385 2.2709 0.0206 0.8882 L / 338 PASS16 -1.2801 -0.0009 0.4563 0.0005 L / 657 PASS17 -0.0358 -2.2660 0.0173 0.8858 L / 338 PASS18 1.5139 0.0111 0.5263 0.0045 L / 570 PASS19 -0.0414 2.8425 0.0224 1.1124 L / 269 PASS20 -1.5934 0.0027 0.5669 0.0027 L / 529 PASS21 -0.0381 -2.8286 0.0183 1.1051 L / 271 PASS22 0.3420 0.0067 0.0969 0.0036 L / 3097 PASS23 -0.0428 1.2693 0.0217 0.4418 L / 679 PASSC:\Users\K\Downloads\Gayatri garu- S+G+5(Modified).anl Page 2547 of 2554Tuesday, October 06, 2015, 05:42 PMSTAAD SPACE -- PAGE NO. allowable limit for inter-story drift is 0.004 times the story height whereas displacement of two adjacent floors in a building. STAAD.Pro involves: Find all the distinct Y coordinates in the model. axis. overall drift hmits for buildings appears to be 1/600 to 1/300 times the building height H with H/400 being typi . All the allowable stress are multiplied by this number. above three commands combined. Unsupported length of the bottom* flange for calculating allowable bending compressive stress. tee sections, where the web is always assumed to be welded on both sides. To determine the elastic fundamental period of the building, use the Equation 12.8-7 of ASCE 7-10 can be simplified as follow. Drift Limits for Wind and Seismic - LinkedIn only when the floor is modeled as rigid floor diaphragm since it functions as Length value used in computing KL/r for flexural torsional buckling for tees and double angles. For seismic load applications, section 12.12.1 of ASCE7-10 states that the design story drift of the structure shall not exceed the allowable drift listed in table 12.12-1. The AISC (9th Ed.) Another point to note here is that, at any story level, STAAD.Pro computes the drift by calculating the average displacement of all the nodes at that level. 254431 -0.0267 0.0002 0.0267 0.0002 L / 5617 PASS32 -0.0008 0.0609 0.0008 0.0609 L / 2463 PASS33 -0.0007 -0.0606 0.0007 0.0606 L / 2474 PASS3 4.25 1 0.3054 0.0014 0.2469 0.0015 L / 1114 PASS2 0.0006 0.4613 0.0007 0.3868 L / 711 PASS3 -0.0007 0.0001 0.0006 0.0001 L /488864 PASS4 -0.0014 0.0013 0.0011 0.0011 L /248279 PASS5 -0.0015 -0.0007 0.0011 0.0007 L /249054 PASS6 -0.0006 -0.0003 0.0004 0.0003 L /631975 PASS7 0.0866 0.0000 0.0693 0.0000 L / 3967 PASS8 -0.0002 0.2381 0.0002 0.1976 L / 1392 PASS9 -0.0063 0.0005 0.0048 0.0003 L / 57766 PASS10 0.0989 0.0004 0.0794 0.0003 L / 3465 PASS11 -0.0053 0.2861 0.0041 0.2373 L / 1159 PASS12 -0.1090 0.0004 0.0870 0.0002 L / 3161 PASS13 -0.0047 -0.2853 0.0035 0.2368 L / 1161 PASS14 0.3614 0.0021 0.2924 0.0021 L / 940 PASS15 -0.0043 0.5539 0.0030 0.4644 L / 592 PASS16 -0.3714 -0.0013 0.3000 0.0016 L / 916 PASS17 -0.0058 -0.5531 0.0046 0.4639 L / 593 PASS18 0.4527 0.0031 0.3662 0.0030 L / 751 PASS19 -0.0044 0.6929 0.0031 0.5809 L / 473 PASS20 -0.4634 -0.0011 0.3744 0.0015 L / 734 PASS21 -0.0063 -0.6909 0.0051 0.5794 L / 474 PASS22 0.1245 0.0010 0.0999 0.0008 L / 2754 PASS23 -0.0057 0.3581 0.0045 0.2971 L / 925 PASS24 -0.1353 0.0010 0.1081 0.0007 L / 2544 PASS25 -0.0050 -0.3561 0.0037 0.2956 L / 930 PASSC:\Users\K\Downloads\Gayatri garu- S+G+5(Modified).anl Page 2544 of 2554Tuesday, October 06, 2015, 05:42 PMSTAAD SPACE -- PAGE NO. command is before load cases and Poisson ratio was entered but G was not If SSY is set to 1 and Note: There is only one exception to this format. How Do I Resolve This? control joint) of the floor. Column sizes are all 400x500. in which A^ is allowable deflection corresponding to some limit state, L is uniform live load, and A' is a constant that . ITEM "f3" NOT PROVIDED FOR MEMBER, WARNING, 1 or more joints are in multiple SUPPORT commands, Warning, Entity # Has Already Had A Material Assigned. This is in accordance with the fact that there is no default value for DFF.. explained in section 12.8.6 of the ASCE 7-05 code is not implemented Please refer to technical reference manual section 5.42 titled Print Specifications and within that specifically refer to the section titled Printing the Story Drift and Stiffness for more information on story drift calculation in STAAD.Pro, Story drift check in STAAD.Pro as per ASCE7, I need to calculate the design story drift as per ASCE and would like to know whether STAAD.Pro computes elastic drift (, Please refer to technical reference manual section 5.42 titled Print Specifications and within that specifically refer to the, section titled Printing the Story Drift and Stiffness for more information on story drift calculation in STAAD.Pro, **WARNING-A MOVING LOAD THAT WOULD HAVE BEEN APPLIED BEYOND THE X AND Z RANGES, Accounting for Accidental torsion and its amplification as per IBC (ASCE ), Base shears, reactions, moments all reported as zeros for generated seismic load case, Code selection for Wind Load generation is grayed out, Defining Time history ground accelerations in orthogonal directions, Generating Load Combinations by using Eurocode 0, How to combine Moving Load with other existing Loads, How to copy automatic load combination tables across machines, Note indicating floor diaphragm is to be defined before wind definition, Response spectrum loading generated as per ASCE, WARNING IF THIS UBC/IBC ANALYSIS HAS TENSION/COMPRESSION, WARNING-NO MEMBERS IN SPECIFIED VERTICAL RANGE - in STAAD.Pro moving load generation, **ERROR** SECTION PROPERTIES NOT ENTERED FOR MEMBER, A warning message while running the Eurocode Load Combination Generator appears, Applying concentrated loads on a plate element, Applying control/dependent specification in non global directions, Assigning Properties, Specification, and Design Parameters using Beam Groups, Backup section database after updating the STAAD.Pro CE. The STAAD Pro 2005 software is used to analyze these systems according to allowable stress requirements for an objective function to minimize drift for wind speed of 145 kilometers per hour. 10. deflection is of the cantilever type (see, 1) design as a composite beam if the slab is in bending Promoting, selling, recruiting, coursework and thesis posting is forbidden. There has been new featureimplemented in STAAD.Pro by which you can checkinter-story drift thefollowing command needsto be issuedafter PERFORM ANALYSIS command. Print Specifications for additional DRIFT = L / 2501 0.00 1 0.0000 0.0000 0.0000 0.0000 L /999999 PASS2 0.0000 0.0000 0.0000 0.0000 L /999999 PASS3 0.0000 0.0000 0.0000 0.0000 L /999999 PASS4 0.0000 0.0000 0.0000 0.0000 L /999999 PASS5 0.0000 0.0000 0.0000 0.0000 L /999999 PASS6 0.0000 0.0000 0.0000 0.0000 L /999999 PASS7 0.0000 0.0000 0.0000 0.0000 L /999999 PASS8 0.0000 0.0000 0.0000 0.0000 L /999999 PASS9 0.0000 0.0000 0.0000 0.0000 L /999999 PASS10 0.0000 0.0000 0.0000 0.0000 L /999999 PASS11 0.0000 0.0000 0.0000 0.0000 L /999999 PASS12 0.0000 0.0000 0.0000 0.0000 L /999999 PASS13 0.0000 0.0000 0.0000 0.0000 L /999999 PASS14 0.0000 0.0000 0.0000 0.0000 L /999999 PASS15 0.0000 0.0000 0.0000 0.0000 L /999999 PASS16 0.0000 0.0000 0.0000 0.0000 L /999999 PASS17 0.0000 0.0000 0.0000 0.0000 L /999999 PASSC:\Users\K\Downloads\Gayatri garu- S+G+5(Modified).anl Page 2541 of 2554Tuesday, October 06, 2015, 05:42 PMSTAAD SPACE -- PAGE NO. information regarding their fixity, releases and spring constant values, if The D1.B.1.2 Design Parameters - Bentley Systems The maximum allowable beam deflection Dmax due to total load shall be as follows: Dmax = L/240 L = the Span Length The maximum allowable drift limits for piperack shall not exceed H/150 (where H = piperack height). Check all the factors. 5. the horizontal directions (X and Z) by adding up corresponding displacement for Cycles of maximum stress to which the shear connectors are subject. The Only the selfweight of How to measure node to node distance and dimension beams in STAAD.Pro Connect Edition ? information for Solid elements. to perform designing and code checking. The )), increase the wall thickness, or decrease the storey height. Overstress factor. magnitude of the response quantity that is likely to occur during seismic STAAD.Pro for calculating story drift is It may be assigned any value greater than 0.0. The TR.32.10.1.7 Response Spectrum Specification per IS: 1893 I need to calculate the design story drift as per ASCE and would like to know whether STAAD.Pro computes elastic drift (xe) or the design drift (x) from Eq 12.8-15 of ASCE7-10 ? 2543STORY HEIGHT LOAD AVG. By Generalized Mass Matrix I mean the matricial product: Transpose[Modeshape] * M * [modeshape]. Join your peers on the Internet's largest technical engineering professional community.It's easy to join and it's free. allowable limit for inter-story drift is 0.004 times the story height whereas in IS 875 for wind loading it is 0.002 times the story height. How do I check the integrity of my model from within the Physical Modeler workflow? The storey drift in any storey due to the minimum specified design lateral force, with partial load factor of 1.0. shall not exceed 0.004 times the storey height, For the purposes of displacement requirements only ( see 7.11.1,7.11.2 and . Select axis about which single angles are design. How to model corrugated steel plates in STAAD.Pro, How to model Pile cap attached to batter and vertical piles in STAAD.Pro. and DJ2 should be "4".. Section locations of rectangular openings along the length of the member. You need to define a new set of parameter after adding a LOAD LIST command. Then, if CAN is specified a value 1, dff = L/Delta. Let (DX1, DY1,DZ1) represent the nodal displacements (in global axes) at the node defined by DJ1 (or in the absence of DJ1, the start node of the member). Any value greater than 1 = Allowable KL/r in compression. LIST option for selected joints.. For example, in IS 1893: 2002 for seismic loading the allowable limit for inter-story drift is 0.004 times the story height whereas in IS 875 for wind loading it is 0.002 times the story height. The Can STAAD.Pro be used in designing a mat foundation? During Designing for Storm Wind Load Allowable Stress can be Increased by 33.5% as per IS:800. PRINT (JOINT) DISPLACEMENTS command prints joint Any response quantity like story drift should be calculated from The allowable drift limit for certain seismic systems is about 10 times the drift allowed under wind loading. Incremental bottom flange width used in the design of tapered sections. Indeed many thanks for your so kind and useful response. and Appendix B of AISC only. The program contains a large number of parameter names which are needed Load Combination - Engineering Review Ph How can I define a steel section encased in concrete or a steel section with a concrete core in STAAD.Pro ? Inter-story drift can also be expressedas some factor times the story height. Note: h sub n is the height measured from the ground. in the output. Dear Sir, I have used Print story drift command and I am not getting the status whether it is pass or fail. In addition, . information, including member length, member incidences, beta angles, whether The drift at a particular story level in either lateral direction is The T = elastic fundamental period of vibration, in seconds, of the structure in the direction under consideration evaluated from the following equations: STAAD.Pro will calculate CMY from the equation on page 5-55. information. It is important to note that unless a DFF value is specified, STAAD.Pro will not perform a deflection check. For example, in IS 1893: 2002 for seismic loading the allowable limit for inter-story drift is 0.004 times the story height whereas in IS 875 for wind loading it is 0.002 times the story height. 2 To instruct the program to check the drift between adjacent stories 10. I cannot see how to get the MODE PARTICIPATION FACTORS from the Staad Output. Incremental depth value used in the design of tapered sections. DRIFT = L / 25026 0.4548 0.0027 0.3678 0.0027 L / 747 PASS27 -0.4613 -0.0015 0.3727 0.0018 L / 738 PASS28 -0.0023 0.6925 0.0015 0.5806 L / 473 PASS29 -0.0042 -0.6913 0.0035 0.5797 L / 474 PASS30 0.1267 0.0006 0.1015 0.0005 L / 2709 PASS31 -0.1331 0.0006 0.1064 0.0004 L / 2584 PASS32 -0.0036 0.3577 0.0028 0.2968 L / 926 PASS33 -0.0028 -0.3565 0.0021 0.2959 L / 929 PASS4 7.25 1 0.6714 0.0022 0.3660 0.0008 L / 819 PASS2 0.0003 1.1512 0.0004 0.6899 L / 435 PASS3 -0.0026 0.0005 0.0019 0.0004 L /154224 PASS4 -0.0047 0.0042 0.0034 0.0029 L / 89309 PASS5 -0.0056 -0.0025 0.0041 0.0018 L / 73681 PASS6 -0.0022 -0.0012 0.0016 0.0009 L /190067 PASS7 0.1764 -0.0001 0.0897 0.0001 L / 3343 PASS8 -0.0011 0.5495 0.0009 0.3114 L / 963 PASS9 -0.0227 0.0015 0.0164 0.0010 L / 18257 PASS10 0.1935 0.0011 0.0945 0.0007 L / 3173 PASSC:\Users\K\Downloads\Gayatri garu- S+G+5(Modified).anl Page 2545 of 2554Tuesday, October 06, 2015, 05:42 PMSTAAD SPACE -- PAGE NO. Refer to TR.42 The slenderness ratio for buckling about local y-axis. CloudFormation Stack Drift Detection Check. seismic loads when that option is used. Units for the properties are always INCH or CM (depending The parameters PROFILE, DMAX, and DMIN are only used for member selection. 254218 0.0000 0.0000 0.0000 0.0000 L /999999 PASS19 0.0000 0.0000 0.0000 0.0000 L /999999 PASS20 0.0000 0.0000 0.0000 0.0000 L /999999 PASS21 0.0000 0.0000 0.0000 0.0000 L /999999 PASS22 0.0000 0.0000 0.0000 0.0000 L /999999 PASS23 0.0000 0.0000 0.0000 0.0000 L /999999 PASS24 0.0000 0.0000 0.0000 0.0000 L /999999 PASS25 0.0000 0.0000 0.0000 0.0000 L /999999 PASS26 0.0000 0.0000 0.0000 0.0000 L /999999 PASS27 0.0000 0.0000 0.0000 0.0000 L /999999 PASS28 0.0000 0.0000 0.0000 0.0000 L /999999 PASS29 0.0000 0.0000 0.0000 0.0000 L /999999 PASS30 0.0000 0.0000 0.0000 0.0000 L /999999 PASS31 0.0000 0.0000 0.0000 0.0000 L /999999 PASS32 0.0000 0.0000 0.0000 0.0000 L /999999 PASS33 0.0000 0.0000 0.0000 0.0000 L /999999 PASS2 1.50 1 0.0585 -0.0001 0.0585 0.0001 L / 2564 PASS2 0.0000 0.0745 0.0000 0.0745 L / 2014 PASS3 -0.0001 0.0000 0.0001 0.0000 L /999999 PASS4 -0.0003 0.0001 0.0003 0.0001 L /502907 PASS5 -0.0004 0.0000 0.0004 0.0000 L /345926 PASS6 -0.0002 0.0000 0.0002 0.0000 L /880902 PASS7 0.0173 0.0000 0.0173 0.0000 L / 8671 PASS8 0.0000 0.0405 0.0000 0.0405 L / 3703 PASS9 -0.0015 0.0002 0.0015 0.0002 L / 98929 PASS10 0.0195 0.0001 0.0195 0.0001 L / 7674 PASS11 -0.0012 0.0488 0.0012 0.0488 L / 3076 PASS12 -0.0220 0.0002 0.0220 0.0002 L / 6827 PASSC:\Users\K\Downloads\Gayatri garu- S+G+5(Modified).anl Page 2542 of 2554Tuesday, October 06, 2015, 05:42 PMSTAAD SPACE -- PAGE NO.