Hello everyone,
Q1: I want to know whether this format is already correct or not?
Q2: After we define the seismic definition, then we start to add Load Case of seismic first.. Does the PDELTA ANALYSIS command should be written in this load case? or PERFORM ANALYSIS ?
Q3: To obtain the result of all load cases acting concurrently, I use Repeat Load instead of Load Combination. Does it mean that even we don't use PDELTA ANALYSIS command, we'll get the same result since we already use Repeat Load?
Q5: The last command (before FINISH), it should be PDELTA ANALYSIS again or just PERFORM ANALYSIS ?
Please your kindly advice.
Thanks a lot.
Really appreciate your help.
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DEFINE IBC 2006 ACCIDENTAL
SS 0.1 S1 0.3 I 1 RX 8 RZ 8 SCLASS 3 TL 4 FA 1.005 FV 1.43SELFWEIGHT 1 MEMBER WEIGHT_ROOF UNI 5FLOOR WEIGHT_ROOFSLAB FLOAD 2.88********************************************************************LOAD 1 LOADTYPE Seismic TITLE EXIBC LOAD X 1PDELTA ANALYSIS CHANGE
********************************************************************LOAD 2 LOADTYPE Seismic TITLE EZIBC LOAD Z 1PDELTA ANALYSIS CHANGE********************************************************************LOAD 3 LOADTYPE Dead TITLE DEADSELFWEIGHT Y -1 FLOOR LOAD_ROOFSLAB FLOAD -2.88 GYMEMBER LOAD_ROOF UNI GY -5LOAD 4 LOADTYPE Live TITLE LIVEFLOOR LOAD_ROOFSLAB FLOAD -1 GY
*** Then to combine we use Repeat Load instead of Load Combination
PDELTA ANALYSIS FINISH
Hi DSANJU,
Thank you for your reply.
Based on your explanation, the correct on should be like this?
Please your confirmation.
**********************************************************DEFINE IBC 2006 ACCIDENTALSS 1 S1 0.37 I 1 RX 8 RZ 8 SCLASS 3 TL 4 FA 1.005 FV 1.43SELFWEIGHT 1 MEMBER WEIGHT_ROOF UNI 1.86FLOOR WEIGHT_ROOFSLAB FLOAD 2.88********************************************************************LOAD 1 LOADTYPE Seismic TITLE EXIBC LOAD X 1PERFORM ANALYSIS CHANGE
********************************************************************LOAD 2 LOADTYPE Seismic TITLE EZIBC LOAD Z 1PERFORM ANALYSIS CHANGE********************************************************************LOAD 3 LOADTYPE Dead TITLE DEADSELFWEIGHT Y -1 FLOOR LOAD_ROOFSLAB FLOAD -2.88 GYMEMBER LOAD_ROOF UNI GY -1.86LOAD 4 LOADTYPE Live TITLE LIVEFLOOR LOAD_ROOFSLAB FLOAD -1 GY********************************************************************
LOAD 5 1.4D REPEAT LOAD 1 1.4 LOAD 6 1.2D+1.6L REPEAT LOAD 1 1.2 2 1.6
LOAD 7 1.0D+0.7EX+0.3(0.7)EY REPEAT LOAD 1 1 21 0.7 22 0.21 ......etc
PDELTA ANALYSISFINISH
Answer Verified By: SantoS