Roofdeck Horizontal (INT.)
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ROOFDECK DEAD LOAD LIVE LOAD MISC. LOAD 1.000 ROOM CEILING 0.920 TOTAL LL FLOOR FINISH 0.770 WT. OF SLAB 2.938 PARAPHET 2.938 TOTAL DL 8.565 SLAB 1 W2 W1 3.000 5.000 EUL FOR DL W1 8.565 SP W2 11.306 LP EUL FOR LL W1 1.900 SP W2 2.508 LP INTERMEDIATE BEAM GRID 6 GRID 7 DEAD LOAD B2 DEAD LOAD W4 14.303 LONG SPAN W2 LIVE LOAD B2 LIVE LOAD W4 4.544 LONG SPAN W2
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Transcript of Roofdeck Horizontal (INT.)
ROOFDECK
DEAD LOAD LIVE LOADMISC. LOAD 1.000 ROOM 1.900
CEILING 0.920 TOTAL LL 1.900FLOOR FINISH 0.770WT. OF SLAB 2.938PARAPHET 2.938TOTAL DL 8.565
SLAB 1 W2 SLAB 2
W1 3.000 W3
5.000
EUL FOR DLW1 8.565 SPW2 11.306 LP
EUL FOR LLW1 1.900 SPW2 2.508 LP
SCHEDULE OF BEAMS
INTERMEDIATE BEAM
GRID 6 GRID 7
DEAD LOAD B2 DEAD LOAD B2W4 14.303 LONG SPAN W2 24.374
LIVE LOAD B2 LIVE LOAD B2W4 4.544 LONG SPAN W2 6.778
GRID A GRID B
DEAD LOAD B1 DEAD LOAD B1W1 19.950 W1W3 12.813 W3
LIVE LOAD B1 LIVE LOAD B1W1 4.720 W1 #VALUE!W3 5.037 W3 #REF!
W4
3.500
5.000
EUL FOR DLW3 9.993 SPW4 12.541 LP
EUL FOR LLW3 2.217 SPW4 2.782 LP
SCHEDULE OF BEAMSB1 2.820B2 1.763G1 4.700
LONG SPAN
LONG SPAN
DEAD LOADGRID 6
INERTIA 14.304BEAM 0.25 0.3 0.0006 5
A
UNIFORM LOAD 14.304INERTIA 0.0006 0.0006LENGTH 5.0 5.0
JOINT A BMEMBER AB BA
K 0.0001 0.0001DF 1.000 1.000
FEM -29.800 29.8001D 29.800 -29.800CO -14.900 14.9002D 14.900 -14.900CO -7.450 7.4503D 7.450 -7.450CO -3.725 3.7254D 3.725 -3.725
ΣMOMENT 0.000 0.000
VLOAD 35.76 35.76VMOMENT 0 0
VTOTAL 35.76 35.76
AB BAREACTIONS 35.76 35.76
14.3045
A B
35.76 35.76
B
LIVE LOADGRID 6
INERTIA 4.545BEAM 0.25 0.3 0.0006 5
A
UNIFORM LOAD 4.545INERTIA 0.0006 0.0006LENGTH 5.0 5.0
JOINT A BMEMBER AB BA
K 0.0001 0.0001DF 1.000 1.000
FEM -9.469 9.4691D 9.469 -9.469CO -4.734 4.7342D 4.734 -4.734CO -2.367 2.3673D 2.367 -2.367CO -1.184 1.1844D 1.184 -1.184
ΣMOMENT 0.000 0.000
VLOAD 11.3625 11.3625VMOMENT 0 0
VTOTAL 11.3625 11.3625
AB BAREACTIONS 11.3625 11.3625
4.5455
A B
11.3625 11.3625
B
DEAD LOADGRID 2, 4 & 9
INERTIA 24.375BEAM 0.25 0.3 0.0006 5
A
UNIFORM LOAD 24.375 24.375 24.375 24.375 24.375 24.375INERTIA 0.0006 0.0006 0.0006 0.0006 0.0006 0.0006LENGTH 5.0 5.0 5.0 5.0 5.0 5.0
JOINT A B C DMEMBER AB BA BC CB CD DC
K 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001DF 1.000 0.500 0.500 0.500 0.500 0.500
FEM -50.781 50.781 -50.781 50.781 -50.781 50.7811D 50.781 0.000 0.000 0.000 0.000 0.000CO 0.000 25.391 0.000 0.000 0.000 0.0002D 0.000 -12.695 -12.695 0.000 0.000 0.000CO -6.348 0.000 0.000 -6.348 0.000 0.0003D 6.348 0.000 0.000 3.174 3.174 -3.174CO 0.000 3.174 1.587 0.000 -1.587 1.5874D 0.000 -2.380 -2.380 0.793 0.793 -0.793
ΣMOMENT 0.000 64.270 -64.270 48.401 -48.401 48.401
VLOAD 60.9375 60.9375 60.9375 60.9375 60.9375 60.9375VMOMENT -12.854 12.854004 3.1738281 -3.173828 0 0
VTOTAL 48.083496 73.791504 64.111328 57.763672 60.9375 60.9375
AB BA BC CB CD DCREACTIONS 48.083496 73.791504 64.111328 57.763672 60.9375 60.9375
CHECKING 0 0 0
REACTIONS A B C D E F48.083496 137.90283 121.875 121.875 137.90283 48.083496
24.375 24.375 24.3755 5 5
A B C
48.083 137.903 121.875 121.875
24.375 24.375 24.375 24.3755 5 5 5
B C D E F
24.375 24.375 24.375 24.3750.0006 0.0006 0.0006 0.0006
5.0 5.0 5.0 5.0D E F
DE ED EF FE0.0001 0.0001 0.0001 0.00010.500 0.500 0.500 1
-50.781 50.781 -50.781 50.7810.000 0.000 0.000 -50.7810.000 0.000 -25.391 0.0000.000 12.695 12.695 0.0006.348 0.000 0.000 6.348-3.174 0.000 0.000 -6.3480.000 -1.587 -3.174 0.000-0.793 2.380 2.380 0.000
-48.401 64.270 -64.270 0.000
60.9375 60.9375 60.9375 60.9375-3.173828 3.1738281 12.854004 -12.85457.763672 64.111328 73.791504 48.083496
DE ED EF FE57.763672 64.111328 73.791504 48.083496
0 0
24.375 24.3755 5
D E F
121.875 137.903 48.083
LIVE LOADGRID 2, 4 & 9
INERTIA 6.779BEAM 0.25 0.3 0.0006 5
A
UNIFORM LOAD 6.779 6.779 6.779 6.779 6.779 6.779INERTIA 0.0006 0.0006 0.0006 0.0006 0.0006 0.0006LENGTH 5.0 5.0 5.0 5.0 5.0 5.0
JOINT A B C DMEMBER AB BA BC CB CD DC
K 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001DF 1.000 0.500 0.500 0.500 0.500 0.500
FEM -14.123 14.123 -14.123 14.123 -14.123 14.1231D 14.123 0.000 0.000 0.000 0.000 0.000CO 0.000 7.061 0.000 0.000 0.000 0.0002D 0.000 -3.531 -3.531 0.000 0.000 0.000CO -1.765 0.000 0.000 -1.765 0.000 0.0003D 1.765 0.000 0.000 0.883 0.883 -0.883CO 0.000 0.883 0.441 0.000 -0.441 0.4414D 0.000 -0.662 -0.662 0.221 0.221 -0.221
ΣMOMENT 0.000 17.874 -17.874 13.461 -13.461 13.461
VLOAD 16.9475 16.9475 16.9475 16.9475 16.9475 16.9475VMOMENT -3.574863 3.5748633 0.8826823 -0.882682 0 0
VTOTAL 13.372637 20.522363 17.830182 16.064818 16.9475 16.9475
AB BA BC CB CD DCREACTIONS 13.372637 20.522363 17.830182 16.064818 16.9475 16.9475
CHECKING 0 0 0
REACTIONS A B C D E F13.372637 38.352546 33.895 33.895 38.352546 13.372637
6.779 6.779 6.7795 5 5
A B C
13.373 38.353 33.895 33.895
6.779 6.779 6.779 6.7795 5 5 5
B C D E F
6.779 6.779 6.779 6.7790.0006 0.0006 0.0006 0.0006
5.0 5.0 5.0 5.0D E F
DE ED EF FE0.0001 0.0001 0.0001 0.00010.500 0.500 0.500 1
-14.123 14.123 -14.123 14.1230.000 0.000 0.000 -14.1230.000 0.000 -7.061 0.0000.000 3.531 3.531 0.0001.765 0.000 0.000 1.765-0.883 0.000 0.000 -1.7650.000 -0.441 -0.883 0.000-0.221 0.662 0.662 0.000
-13.461 17.874 -17.874 0.000
16.9475 16.9475 16.9475 16.9475-0.882682 0.8826823 3.5748633 -3.57486316.064818 17.830182 20.522363 13.372637
DE ED EF FE16.064818 17.830182 20.522363 13.372637
0 0
6.779 6.7795 5
D E F
33.895 38.353 13.373
DEAD LOADGRID 7
INERTIA 25.432BEAM 0.25 0.3 0.0006 5
A
UNIFORM LOAD 25.432 25.432 25.432 25.432 25.432 25.432INERTIA 0.0006 0.0006 0.0006 0.0006 0.0006 0.0006LENGTH 5.0 5.0 5.0 5.0 5.0 5
JOINT A B C DMEMBER AB BA BC CB CD DC
K 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001DF 1.000 0.500 0.500 0.500 0.500 1
FEM -52.983 52.983 -52.983 52.983 -52.983 52.9831D 52.983 0.000 0.000 0.000 0.000 -52.983CO 0.000 26.492 0.000 0.000 -26.492 0.0002D 0.000 -13.246 -13.246 13.246 13.246 0.000CO -6.623 0.000 6.623 -6.623 0.000 6.6233D 6.623 -3.311 -3.311 3.311 3.311 -6.623CO -1.656 3.311 1.656 -1.656 -3.311 1.6564D 1.656 -2.484 -2.484 2.484 2.484 -1.656
ΣMOMENT 0.000 63.746 -63.746 63.746 -63.746 0.000
VLOAD 63.58 63.58 63.58 63.58 63.58 63.58VMOMENT -12.74911 12.749115 0 0 12.749115 -12.74911
VTOTAL 50.830885 76.329115 63.58 63.58 76.329115 50.830885
AB BA BC CB CD DCREACTIONS 50.830885 76.329115 63.58 63.58 76.329115 50.830885
CHECKING 0 0 0
REACTIONS A B C D50.830885 139.90911 139.90911 50.830885
25.432 25.432 25.4325 5 5
A B C
50.831 139.909 139.909 50.831
25.432 25.4325 5
B C D
D
50.831
LIVE LOADGRID 7
INERTIA 7.836BEAM 0.25 0.3 0.0006 5
A
UNIFORM LOAD 7.836 7.836 7.836 7.836 7.836 7.836INERTIA 0.0006 0.0006 0.0006 0.0006 0.0006 0.0006LENGTH 5.0 5.0 5.0 5.0 5.0 5
JOINT A B C DMEMBER AB BA BC CB CD DC
K 0.0001 0.0001 0.0001 0.0001 0.0001 0.0001DF 1.000 0.500 0.500 0.500 0.500 1
FEM -16.325 16.325 -16.325 16.325 -16.325 16.3251D 16.325 0.000 0.000 0.000 0.000 -16.325CO 0.000 8.163 0.000 0.000 -8.163 0.0002D 0.000 -4.081 -4.081 4.081 4.081 0.000CO -2.041 0.000 2.041 -2.041 0.000 2.0413D 2.041 -1.020 -1.020 1.020 1.020 -2.041CO -0.510 1.020 0.510 -0.510 -1.020 0.5104D 0.510 -0.765 -0.765 0.765 0.765 -0.510
ΣMOMENT 0.000 19.641 -19.641 19.641 -19.641 0.000
VLOAD 19.59 19.59 19.59 19.59 19.59 19.59VMOMENT -3.928203 3.9282031 0 0 3.9282031 -3.928203
VTOTAL 15.661797 23.518203 19.59 19.59 23.518203 15.661797
AB BA BC CB CD DCREACTIONS 15.661797 23.518203 19.59 19.59 23.518203 15.661797
CHECKING 0 0 0
REACTIONS A B C D15.661797 43.108203 43.108203 15.661797
7.836 7.836 7.8365 5 5
A B C
15.662 43.108 43.108 15.662
7.836 7.8365 5
B C D
D
15.662
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