STAAD SPACE
START JOB INFORMATION
ENGINEER DATE 08-Aug-22
JOB NAME Temporary Shoring Tower - Third Ave
JOB CLIENT NYSDOT
ENGINEER NAME FY
END JOB INFORMATION
INPUT WIDTH 79
UNIT FEET KIP
JOINT COORDINATES
1 0 0 0; 2 8 0 0; 15 0 0 8; 16 8 0 8; 33 0 15 0; 34 8 15 0; 35 0 15 8;
36 8 15 8; 37 0 15 3.5; 38 0 15 4.5; 39 8 15 3.5; 40 8 15 4.5; 41 4 7.5 8;
42 4 7.5 0;
MEMBER INCIDENCES
7 1 33; 8 2 34; 25 15 35; 26 16 36; 27 35 41; 28 15 41; 29 34 42; 30 2 42;
31 33 37; 32 34 39; 33 37 38; 34 38 35; 35 39 40; 36 40 36; 37 38 40; 38 37 39;
39 41 36; 40 42 1; 41 41 16; 42 42 33;
DEFINE MATERIAL START
ISOTROPIC STEEL
E 4.176e+06
POISSON 0.3
DENSITY 0.489024
ALPHA 6.5e-06
DAMP 0.03
TYPE STEEL
STRENGTH RY 1.5 RT 1.2
ISOTROPIC STEEL_50_KSI
E 4.176e+06
POISSON 0.3
DENSITY 0.489024
ALPHA 6.5e-06
DAMP 0.03
TYPE STEEL
STRENGTH FY 7200 FU 8928 RY 1.5 RT 1.2
END DEFINE MATERIAL
MEMBER PROPERTY AMERICAN
27 TO 30 39 TO 42 TABLE ST L40406
31 TO 38 TABLE ST W18X76
7 8 25 26 TABLE ST W12X120
CONSTANTS
MATERIAL STEEL_50_KSI ALL
SUPPORTS
1 2 15 16 FIXED
*DEFINE WIND LOAD
*TYPE 1 WIND 1
*<! STAAD PRO GENERATED DATA DO NOT MODIFY !!!
*ASCE-7-2010:PARAMS 110.000 MPH 5 2 1 0 0.000 FT 0.000 FT 0.000 FT 1 1 40.000 -
*FT 25.000 FT 60.000 2.000 0.010 0 0 0 0 1.044 1.000 1.000 0.850 0 0 0 0 -
*0.879 1.900 -0.550
*!> END GENERATED DATA BLOCK
*INT 0.0373132 0.0373132 0.038273 0.0391501 0.0399592 0.0407111 0.0414143 -
*0.0420754 0.0426997 0.0432915 0.0438544 0.0443915 0.0449053 0.0453979 -
*0.0458712 HEIG 0 15 16.9231 18.8461 20.7692 22.6923 24.6154 26.5385 28.4615 -
*30.3846 32.3077 34.2308 36.1538 38.0769 40
MEMBER RELEASE
39 END MX MY MZ
28 START MX MY MZ
27 START MX MY MZ
41 END MX MY MZ
30 START MX MY MZ
42 END MX MY MZ
40 END MX MY MZ
29 START MX MY MZ
36 END MX MY MZ
32 START MX MY MZ
34 END MX MY MZ
31 START MX MY MZ
37 START MX MY MZ
37 END MX MY MZ
38 START MX MY MZ
38 END MX MY MZ
LOAD 1 LOADTYPE Dead  TITLE DESIGN LOAD
JOINT LOAD
33 TO 36 FY -56.25
LOAD 2 LOADTYPE Dead  TITLE SELF-WEIGHT
SELFWEIGHT Y -1.25 
LOAD 4 LOADTYPE Wind  TITLE WIND LOAD
MEMBER LOAD
8 26 UNI GX -0.05
25 26 UNI GZ -0.05
LOAD COMB 3 COMBINATION LOAD CASE 3
1 1.0 2 1.0 4 1.0 
PERFORM ANALYSIS
FINISH
