STAAD SPACE Example (1) Concrete Building Modelling by Prof. Dr. Nabeel Al-bayati
UNIT METER KN
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JOINT COORDINATES
1 0 0 0 4 12 0 0
REP 2 0 3 0
REP ALL 3 0 0 5
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MEMBER INCIDENCES
1 5 6 3
REPEAT 1 3 4
7 1 5 10
REPEAT 1 4 4
REPEAT ALL 3 14 12
57 5 17 59 1 12
REP 1 3 4
REP ALL 3 6 1
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ELEMENT INCIDENCES SHELL
81 5 6 18 17 TO 83
REP 1 3 12
87 29 30 42 41 TO 88 1 2
REP ALL 1 8 4
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MEMBER PROPERTY AMERICAN
1 TO 6 30 33 43 45 46 48 57 TO 62 65 68 71 74 TO 80 PRIS YD 0.6 ZD 0.3
15 TO 20 29 31 32 34 63 64 66 67 69 70 72 73 PRIS YD 0.6 ZD 0.8 YB 0.45 ZB 0.3
7 TO 14 21 TO 28 35 TO 42 49 TO 56 PRIS YD 0.4
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ELEMENT PROPERTY
81 TO 96 THICKNESS 0.15
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CONSTANTS
POI CONCRETE ALL
ALPHA CONCRETE ALL
UNIT KIP INCHES
CONSTANTS
E 3200 ALL
UNIT KG METER
CONSTANTS
DEN 2500 ALL
UNIT METER KNS
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SUPPORTS
1 4 37 40 PINNED
2 3 13 TO 16 25 TO 28 38 39 FIXED
FINISH
