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STAAD Commands and Input Instructions
Section 5
5-228
DAMP 0.03
END DEFINE MATERIAL
CONSTANTS
MATERIAL CONCRETE MEMB 101 TO 136 201 TO 236
MATERIAL STEEL MEMB 301 TO 348
SUPPORTS
1 TO 16 FIXED
DEFINE NRC LOAD
V 0.2 ZA 4 ZV 4 RX 4 RZ 4 I 1.3 F 1.3 CT 0.35 PX 2
SELFWEIGHT
JOINT WEIGHT
17 TO 48 WEIGHT 7
49 TO 64 WEIGHT 3.5
LOAD 1 EARTHQUAKE ALONG X
NRC LOAD X 1.0
PDELTA ANALYSIS PRINT LOAD DATA
CHANGE
LOAD 2 EARTHQUAKE ALONG Z
NRC LOAD Z 1.0
PDELTA ANALYSIS PRINT LOAD DATA
CHANGE
LOAD 3 VERTICAL LOADS
SELFWEIGHT Y -1
JOINT LOAD
17 TO 48 FY -7
49 TO 64 FY -3.5
LOAD 4 EQ IN X + GRAVITY
REPEAT LOAD
1 1.0 3 1.0
LOAD 5 EQ IN Z + GRAVITY
REPEAT LOAD