GRID 2

DISTRIBUTION FACTOR: DF = KAB/KAB+KAD

STIFFNESS FACTOR: K = 4EI/L
MEMBERS E(MPA) I(mm^4) L(mm) K MEMBER DF
AB 200000 4.1E+08 3400 96369882352.9412 AB 0.000
BG 200000 2.44E+08 5000 39025920000 BA 0.405
BC 200000 4.1E+08 3200 1.023930E+11 BG 0.164
CF 200000 2.44E+08 5000 39025920000 GB 0.141
CD 200000 4.1E+08 3000 1.09219E+11 BC 0.431
DE 200000 2.44E+08 5000 39025920000 CB 0.409
EF 200000 4.1E+08 3000 109219200000 CF 0.156
EI 200000 2.44E+08 5000 39025920000 FC 0.135
FJ 200000 2.44E+08 5000 39025920000 CD 0.436
FG 200000 4.1E+08 3200 102393000000 DC 0.737
GK 200000 2.44E+08 5000 39025920000 DE 0.263
GH 200000 4.1E+08 3400 96369882352.9412 ED 0.208
IM 200000 2.44E+08 5000 39025920000 EF 0.583
IJ 200000 4.1E+08 3000 109219200000 FE 0.377
JN 200000 2.44E+08 5000 39025920000 EI 0.208
JK 200000 4.1E+08 3200 102393000000 IE 0.208
KO 200000 2.44E+08 5000 39025920000 FJ 0.135
KL 200000 4.1E+08 3400 96369882352.9412 JF 0.135
MN 200000 4.1E+08 3000 109219200000 FG 0.285
NO 200000 4.1E+08 3200 102393000000 GF 0.370
OP 200000 4.1E+08 3400 96369882352.9412 GK 0.141

JOINT A B C D
MEMBER AB BA BG BC CB CF CD DC
DF 0 0.405 0.164 0.431 0.409 0.156 0.436 0.737
FEM 0 0 -74.24 0 0 -74.24 0 0
DIST 30.0672 12.17536 31.99744 30.36416 11.55963 32.36864 36.6289
CO 15.0336 15.18208 15.99872 18.31445 16.18432
DIST -6.148742 -2.489861 -6.54347648 -14.03409 -5.342775 -14.96054 -10.87853
CO -3.074371 -7.017043265 -3.271738 -5.439266 -7.480271
DIST 2.841903 1.150795 3.024345647215 3.562801 1.356358 3.797998 6.027197
CO 1.420951 1.7814004407 1.512173 3.013599 1.898999
DIST -0.721467 -0.29215 -0.7677835899417 -1.851041 -0.704691 -1.973236 -1.476604
CO -0.360734 -0.9255202699376 -0.383892 -0.738302 -0.986618
DIST 0.374836 0.151785 0.39889923634311 0.458977 0.174733 0.489276 0.82953
CO 0.187418 0.22948861021415 0.19945 0.414765 0.244638
DIST -0.092943 -0.037636 -0.0989095910023 -0.251214 -0.095637 -0.267798 -0.202504
TOTAL 13.20686 26.32079 10.65829 37.2609207385906 32.30431 6.947619 35.01958 40.78906
FACTOR: DF = KAB/KAB+KAD FIXED END MOMENTS

MEMBER DF MEMBERS FEM (kNm) MEMBERS FEM (kNm)

KG 0.141 AB 0 KG 64.83
GH 0.348 BA 0 GH 0
HG 0.000 BG -74.24 HG 0
IM 0.208 GB 71.67 IM -45.08
MI 0.263 BC 0 MI 45.78
IJ 0.583 CB 0 IJ 0
JI 0.377 CF -74.24 JI 0
JN 0.135 FC 71.67 JN -53.52
NJ 0.156 CD 0 NJ 53.52
JK 0.353 DC 0 JK 0
KJ 0.370 DE -49.7 KJ 0
KO 0.141 ED 46.39 KO -53.52
OK 0.164 EF 0 OK 53.52
KL 0.348 FE 0 KL 0
LK 0.000 EI -32.7 LK 0
MN 0.737 IE 32.7 MN 0
NM 0.436 FJ -76.15 NM 0
NO 0.409 JF 64.83 NO 0
ON 0.431 FG 0 ON 0
OP 0.405 GF 0 OP 0
PO 0.000 GK -76.15 PO 0

D E F G
DE ED EI EF FE FC FJ FG GF GB
0.236 0.208 0.208 0.583 0.377 0.135 0.135 0.285 0.037 0.141
-49.7 46.39 -32.7 0 0 71.67 -76.15 0 0 71.67
11.7292 -2.84752 -2.84752 -7.98127 1.68896 0.6048 0.6048 1.2768 0.16576 0.63168
-1.42376 5.8646 0.84448 -3.990635 0.08288 0.6384
-3.483492 -1.395489 -1.395489 -3.911394 1.47322364 0.527547 0.527547 1.113710175 -0.023621 -0.090014
-0.697744 -1.741746 0.736612 -1.9556968 -0.0118104 0.556855
1.930012 0.209068 0.209068 0.585993 0.74175022 0.265613 0.265613 0.560739558 -0.020604 -0.078517
0.104534 0.965006 0.370875 0.29299664 -0.01030182 0.28037
-0.472834 -0.277863 -0.277863 -0.778819 -0.1065759 -0.038164 -0.038164 -0.08056802 -0.010374 -0.039532
-0.138932 -0.236417 -0.053288 -0.3894093 -0.00518684 -0.040284
0.26563 0.060259 0.060259 0.168898 0.14876274 0.05327 0.05327 0.112459897 0.001491 0.00568
0.030129 0.132815 0.074381 0.08444897 0.000745254 0.05623
-0.064845 -0.043097 -0.043097 -0.120795 -0.0321182 -0.011501 -0.011501 -0.02428035 -0.002081 -0.007928
7.777898 0.689616 -4.294642 -10.06433 -2.0442931 1.401566 1.401566 3.015187448 1.602143 0.421369
 ROOF 2ND FLOOR
WconcreteSLAB T Electrical Ceiling P. Wall W16X45 W18X60 WconcreteSLAB T
23.6 0.15 0.3 0.05 3.96 0.661 0.874 23.6 0.15
BEAM DE = 4.62 (UDL) BEAM CF, BG = 1
DL LL TOTAL REACTIONS OVERALL DL
IN 5.436 1 6.5232 16.308 IN 5.436
IN 7.6485 1 9.1782 22.9455 IN 7.6485
EX 9.396 1 11.2752 28.188 51.9687 EX 15.336
IN 3.2235 1 3.8682 9.6705 63.8358 IN 13.1235
IN 9.861 1 11.8332 29.583 IN 9.861
EX 7.9269 1 9.51228 23.7807 EX 13.8669
IN 6.9051 1 8.28612 20.7153 IN 16.8051
BEAM EI&IM BEAM FJ&
DL LL TOTAL REACTIONS DL
EX 7.9269 1 9.51228 23.7807 47.5614 EX 13.8669
IN 6.9228 1 8.30736 20.7684 IN 6.9228
IN 6.9228 1 8.30736 20.7684 IN 6.9228
EX 7.9269 1 9.51228 23.7807 EX 13.8669
BEAM JN&
DL
EX 13.8669
IN 6.9228
IN 6.9228
EX 13.8669

G H I J
GK GH HG IE IM IJ JI JF JN JK
0.141 0.348 0 0.208 0.208 0.583 0.377 0.135 0.135 0.353
-76.15 0 0 32.7 -45.08 0 0 64.83 -53.52 0
0.63168 1.55904 2.57504 2.57504 7.21754 -4.26387 -1.52685 -1.52685 -3.99243
0.77952 -2.131935 3.60877 -2.09235
-0.090014 -0.222163 0.443442 0.44344248 1.2429181 -0.57169 -0.204717 -0.204717 -0.535296
-0.111082 -0.2858452 0.621459 0.3693
-0.078517 -0.193786 0.059456 0.0594558 0.1666477 -0.373516 -0.133752 -0.133752 -0.349738
-0.096893 -0.186758 0.083324 0.049515
-0.039532 -0.097569 0.038846 0.03884567 0.1088799 -0.05008 -0.017933 -0.017933 -0.046892
-0.048784 -0.0250401 0.05444 0.032351
0.00568 0.014019 0.005208 0.00520834 0.0145984 -0.03272 -0.011717 -0.011717 -0.030637
0.007009 -0.0163601 0.007299 0.004338
-0.007928 -0.019568 0.003403 0.00340289 0.0095379 -0.004387 -0.001571 -0.001571 -0.004108
0.421369 1.039973 0.529771 3.125395 3.12539518 6.1141837 -0.920972 -1.89654 -1.89654 -6.595948
 2ND FLOOR & 3RD FLOOR
Electrical Ceiling Wall W16X45 W18X60
0.3 0.05 9.9 0.661 0.874
BEAM CF, BG = 10.56 (UDL)
LL TOTAL REACTIONS OVERALL
3.04 9.5632 23.908
3.04 12.2182 30.5455
3.04 21.4432 53.608 102.8087
3.04 18.7882 46.9705 154.1865
3.04 14.8732 37.183
3.04 19.68028 49.2007
3.04 23.20612 58.0153
BEAM FJ&GK
LL TOTAL REACTIONS
3.04 19.68028 49.2007
3.04 11.34736 58.3984
3.04 11.34736 28.3684
3.04 19.68028 152.0114
BEAM JN&KO
LL TOTAL REACTIONS
3.04 19.68028 49.2007
3.04 11.34736 28.3684
3.04 11.34736 28.3684
3.04 19.68028 49.2007

K L M N
KJ KG KO KL LK MI MN NM NJ NO
0.370 0.141 0.141 0.348 0 0.263 0.737 0.436 0.156 0.409
0 64.83 -53.52 0 0 45.78 0 0 53.52 0
-4.1847 -1.59471 -1.59471 -3.93588 -12.04014 -33.73986 -23.33472 -8.34912 -21.88968
-1.996215 -1.96794 -11.66736 -16.86993 -11.53356
0.7386 0.281466 0.28146632 0.694683 3.068516 8.598844 12.38392 4.430944 11.61703
-0.267648 0.347341 6.191961 4.299422 2.358613
0.09903 0.037738 0.03773839 0.093142 -1.628486 -4.563475 -2.902903 -1.038653 -2.723136
-0.174869 0.046571 -1.451452 -2.281738 -1.251735
0.064702 0.024657 0.02465652 0.060854 0.381732 1.06972 1.540594 0.551222 1.44519
-0.023446 0.030427 0.770297 0.53486 0.293418
0.008675 0.003306 0.00330589 0.008159 -0.202588 -0.567709 -0.361129 -0.129211 -0.338766
-0.015319 0.00408 -0.180565 -0.283854 -0.155719
0.005668 0.00216 0.00215992 0.005331 0.047488 0.133076 0.191654 0.068573 0.179786
-5.745523 -1.245383 -1.245383 -3.073711 -1.539521 -10.37348 -35.40652 -27.08382 -4.466245 -21.99856
O P
ON OK OP PO
0.431 0.164 0.405 0
0 53.52 0 0
-23.06712 -8.77728 -21.6756
-10.94484 -10.8378
4.717226 1.794954 4.43266
5.808514 2.21633
-2.503469 -0.952596 -2.352448
-1.361568 -1.176224
0.586836 0.223297 0.551435
0.722595 0.275718
-0.311438 -0.118506 -0.292651
-0.169383 -0.146326
0.073004 0.027779 0.0686
-26.44964 -7.802352 -19.268 -9.668302