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Support Reaction

The document lists the quantities of various steel members used in a construction project totaling 13.5 tons. It also provides node reaction data from structural analysis software for an original design and a new design, listing the horizontal, vertical, and moment forces at each node.

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kunal
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58 views11 pages

Support Reaction

The document lists the quantities of various steel members used in a construction project totaling 13.5 tons. It also provides node reaction data from structural analysis software for an original design and a new design, listing the horizontal, vertical, and moment forces at each node.

Uploaded by

kunal
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as XLSX, PDF, TXT or read online on Scribd
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QUANTITY OF STEEL MEMBERS

1 Column section 350x16 3.05


2 BEAM ISMB 600 3.87
3 BEAMISMB300 0.29
4 BEAM ISMC150 0.759
5 BEAMISMB225 4.21
6 BEAMISMB250 0.76
7 BEAMISMB200 0.42
TOTAL 13.5 ton

Connection quantity will be provided after finalization of GA drawings


NODE NO 1 OLD REACTION

Horizontal Vertical Horizontal Moment


Node L/C Fx kN Fy kN Fz kN Mx kN-m
Max Fx 1 12 DL+LL 10.68 315.4 88.69 0
Min Fx 1 13 DL+EQX 7.74 200.45 53.98 0
Max Fy 1 12 DL+LL 10.68 315.4 88.69 0
Min Fy 1 14 DL+EQZ 8.44 192.54 43.65 0
Max Fz 1 12 DL+LL 10.68 315.4 88.69 0
Min Fz 1 14 DL+EQZ 8.44 192.54 43.65 0
Max Mx 1 12 DL+LL 10.68 315.4 88.69 0
Min Mx 1 12 DL+LL 10.68 315.4 88.69 0
Max My 1 12 DL+LL 10.68 315.4 88.69 0
Min My 1 12 DL+LL 10.68 315.4 88.69 0
Max Mz 1 12 DL+LL 10.68 315.4 88.69 0
Min Mz 1 12 DL+LL 10.68 315.4 88.69 0

NODE NO 2

Horizontal Vertical Horizontal Moment


Node L/C Fx kN Fy kN Fz kN Mx kN-m
Max Fx 2 12 DL+LL 3.32 289.48 -89.43 0
Min Fx 2 14 DL+EQZ 2.72 193.22 -64.66 0
Max Fy 2 12 DL+LL 3.32 289.48 -89.43 0
Min Fy 2 13 DL+EQX 2.77 186.12 -54.34 0
Max Fz 2 13 DL+EQX 2.77 186.12 -54.34 0
Min Fz 216 DL+0.8LL+0.8EQZ
3.15 274.46 -90.63 0
Max Mx 2 12 DL+LL 3.32 289.48 -89.43 0
Min Mx 2 12 DL+LL 3.32 289.48 -89.43 0
Max My 2 12 DL+LL 3.32 289.48 -89.43 0
Min My 2 12 DL+LL 3.32 289.48 -89.43 0
Max Mz 2 12 DL+LL 3.32 289.48 -89.43 0
Min Mz 2 12 DL+LL 3.32 289.48 -89.43 0

NODE NO 3

Horizontal Vertical Horizontal Moment


Node L/C Fx kN Fy kN Fz kN Mx kN-m
Max Fx 3 14 DL+EQZ -0.09 151.35 53.54 0
Min Fx 315 DL+0.8LL+0.8EQX
-0.16 218.61 82.72 0
Max Fy 3 12 DL+LL -0.15 235.03 89.49 0
Min Fy 3 14 DL+EQZ -0.09 151.35 53.54 0
Max Fz 3 12 DL+LL -0.15 235.03 89.49 0
Min Fz 3 14 DL+EQZ -0.09 151.35 53.54 0
Max Mx 3 12 DL+LL -0.15 235.03 89.49 0
Min Mx 3 12 DL+LL -0.15 235.03 89.49 0
Max My 3 12 DL+LL -0.15 235.03 89.49 0
Min My 3 12 DL+LL -0.15 235.03 89.49 0
Max Mz 3 12 DL+LL -0.15 235.03 89.49 0
Min Mz 3 12 DL+LL -0.15 235.03 89.49 0

NODE NO 4

Horizontal Vertical Horizontal Moment


Node L/C Fx kN Fy kN Fz kN Mx kN-m
Max Fx 4 14 DL+EQZ -3.83 176.34 -58.25 0
Min Fx 4 12 DL+LL -5.14 268.13 -90.92 0
Max Fy 4 12 DL+LL -5.14 268.13 -90.92 0
Min Fy 4 13 DL+EQX -3.86 175.07 -56.21 0
Max Fz 4 13 DL+EQX -3.86 175.07 -56.21 0
Min Fz 4 12 DL+LL -5.14 268.13 -90.92 0
Max Mx 4 12 DL+LL -5.14 268.13 -90.92 0
Min Mx 4 12 DL+LL -5.14 268.13 -90.92 0
Max My 4 12 DL+LL -5.14 268.13 -90.92 0
Min My 4 12 DL+LL -5.14 268.13 -90.92 0
Max Mz 4 12 DL+LL -5.14 268.13 -90.92 0
Min Mz 4 12 DL+LL -5.14 268.13 -90.92 0
NEW REACTION

Horizontal Vertical Horizontal


My kN-m Mz kN-m Node L/C Fx kN Fy kN Fz kN
0 0 Max Fx 1 12 DL+LL 14.17 335.17 75.23
0 0 Min Fx 1 13 DL+EQX 9.77 227.5 48.18
0 0 Max Fy 1 12 DL+LL 14.17 335.17 75.23
0 0 Min Fy 1 14 DL+EQZ 10.08 219.07 36.49
0 0 Max Fz 1 12 DL+LL 14.17 335.17 75.23
0 0 Min Fz 1 14 DL+EQZ 10.08 219.07 36.49
0 0 Max Mx 1 12 DL+LL 14.17 335.17 75.23
0 0 Min Mx 1 12 DL+LL 14.17 335.17 75.23
0 0 Max My 1 12 DL+LL 14.17 335.17 75.23
0 0 Min My 1 12 DL+LL 14.17 335.17 75.23
0 0 Max Mz 1 12 DL+LL 14.17 335.17 75.23
0 0 Min Mz 1 12 DL+LL 14.17 335.17 75.23

Horizontal Vertical Horizontal


My kN-m Mz kN-m Node L/C Fx kN Fy kN Fz kN
0 0 Max Fx 2 13 DL+EQX 2.82 219.03 -48.51
0 0 Min Fx 216 DL+0.8LL+0.8EQZ
2.52 308.76 -79.67
0 0 Max Fy 2 12 DL+LL 2.63 322.7 -75.8
0 0 Min Fy 2 13 DL+EQX 2.82 219.03 -48.51
0 0 Max Fz 2 13 DL+EQX 2.82 219.03 -48.51
0 0 Min Fz 216 DL+0.8LL+0.8EQZ
2.52 308.76 -79.67
0 0 Max Mx 2 12 DL+LL 2.63 322.7 -75.8
0 0 Min Mx 2 12 DL+LL 2.63 322.7 -75.8
0 0 Max My 2 12 DL+LL 2.63 322.7 -75.8
0 0 Min My 2 12 DL+LL 2.63 322.7 -75.8
0 0 Max Mz 2 12 DL+LL 2.63 322.7 -75.8
0 0 Min Mz 2 12 DL+LL 2.63 322.7 -75.8

Horizontal Vertical Horizontal


My kN-m Mz kN-m Node L/C Fx kN Fy kN Fz kN
0 0 Max Fx 3 14 DL+EQZ -0.09 181.23 47.74
0 0 Min Fx 315 DL+0.8LL+0.8EQX
-0.14 252.91 74.5
0 0 Max Fy 3 12 DL+LL -0.13 269.97 80.02
0 0 Min Fy 3 14 DL+EQZ -0.09 181.23 47.74
0 0 Max Fz 3 12 DL+LL -0.13 269.97 80.02
0 0 Min Fz 3 14 DL+EQZ -0.09 181.23 47.74
0 0 Max Mx 3 12 DL+LL -0.13 269.97 80.02
0 0 Min Mx 3 12 DL+LL -0.13 269.97 80.02
0 0 Max My 3 12 DL+LL -0.13 269.97 80.02
0 0 Min My 3 12 DL+LL -0.13 269.97 80.02
0 0 Max Mz 3 12 DL+LL -0.13 269.97 80.02
0 0 Min Mz 3 12 DL+LL -0.13 269.97 80.02

Horizontal Vertical Horizontal


My kN-m Mz kN-m Node L/C Fx kN Fy kN Fz kN
0 0 Max Fx 4 14 DL+EQZ -4.64 212.37 -56.96
0 0 Min Fx 4 12 DL+LL -5.54 303.63 -80.09
0 0 Max Fy 4 12 DL+LL -5.54 303.63 -80.09
0 0 Min Fy 4 13 DL+EQX -4.67 209.33 -52.3
0 0 Max Fz 4 13 DL+EQX -4.67 209.33 -52.3
0 0 Min Fz 4 12 DL+LL -5.54 303.63 -80.09
0 0 Max Mx 4 12 DL+LL -5.54 303.63 -80.09
0 0 Min Mx 4 12 DL+LL -5.54 303.63 -80.09
0 0 Max My 4 12 DL+LL -5.54 303.63 -80.09
0 0 Min My 4 12 DL+LL -5.54 303.63 -80.09
0 0 Max Mz 4 12 DL+LL -5.54 303.63 -80.09
0 0 Min Mz 4 12 DL+LL -5.54 303.63 -80.09
Moment
Mx kN-m My kN-m Mz kN-m
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0

Moment
Mx kN-m My kN-m Mz kN-m
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0

Moment
Mx kN-m My kN-m Mz kN-m
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0

Moment
Mx kN-m My kN-m Mz kN-m
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0

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