design of marriage hall | staad pro design
design of marriage hall | staad pro design
Design of marriage hall
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LOAD CALCULATION
DOWNLOAD DESIGN OF MARRIAGE HALL STAAD PROFILE
STAAD PRO INPUT FILE
DEFINE MATERIAL START
ISOTROPIC CONCRETE
E 2.21467e+009
POISSON 0.17
DENSITY 2402.62
ALPHA 1e-005
DAMP 0.05
TYPE CONCRETE
STRENGTH FCU 2.81228e+006
END DEFINE MATERIAL
MEMBER PROPERTY INDIAN
*COLUMN
155 TO 162 225 TO 268 PRIS YD 0.45
9 TO 30 51 TO 55 61 TO 70 87 TO 96 129 TO 136 215 TO 219 1234 TO 1244 -
1245 PRIS YD 0.45 ZD 0.45
56 TO 60 150 TO 154 220 TO 224 PRIS YD 0.34 ZD 0.45
83 TO 86 109 TO 112 125 TO 128 163 TO 170 191 TO 198 PRIS YD 0.34 ZD 0.45
171 TO 190 PRIS YD 0.45 ZD 0.23
*BEAM
701 TO 710 712 TO 733 735 736 738 TO 744 748 TO 807 810 812 TO 814 -
816 TO 823 825 827 TO 834 901 TO 934 937 TO 986 988 TO 995 997 TO 1002 1004 -
1006 TO 1013 1201 TO 1205 1208 TO 1212 1214 1216 1217 1226 TO 1233 1248 -
1250 PRIS YD 0.45 ZD 0.34
542 552 TO 554 615 623 631 633 711 734 737 745 TO 747 808 811 824 826 935 -
936 1003 1005 1206 1207 1213 1215 PRIS YD 0.45 ZD 0.23
MEMBER PROPERTY INDIAN
301 TO 427 1218 TO 1221 PRIS YD 0.5 ZD 0.34
71 TO 82 97 TO 108 113 TO 124 137 TO 149 PRIS YD 0.6
35 TO 50 199 TO 214 PRIS YD 0.45 ZD 0.6
1 TO 8 31 TO 34 PRIS YD 0.6 ZD 0.45
501 510 511 582 584 TO 594 PRIS YD 0.6 ZD 0.34
MEMBER PROPERTY INDIAN
502 TO 509 512 TO 541 543 TO 551 555 TO 581 583 595 TO 614 617 TO 622 625 -
626 TO 630 632 634 TO 641 1222 TO 1225 1246 PRIS YD 0.45 ZD 0.34
CONSTANTS
MATERIAL CONCRETE ALL
SUPPORTS
3 5 6 8 10 13 15 67 69 70 72 74 77 79 130 132 TO 134 136 138 141 143 194 196 -
197 TO 198 200 202 205 207 261 262 264 266 269 271 322 324 TO 326 328 330 -
333 335 336 386 388 TO 390 392 394 397 399 400 449 452 TO 454 519 521 526 -
528 588 637 641 681 685 689 693 778 779 PINNED
DEFINE REFERENCE LOADS
LOAD R1 LIVE LOAD
FLOOR LOAD
YRANGE 5 6 FLOAD -400 GY
YRANGE 16 17 FLOAD -150 GY
*MEZZ FLOOR LOAD
YRANGE 9 10 FLOAD -400 XRANGE 0 8.425 GY
YRANGE 9 10 FLOAD -400 XRANGE 3 41.466 ZRANGE 0 5.99 GY
YRANGE 9 10 FLOAD -400 XRANGE 34 44 ZRANGE 5.99 27.989 GY
YRANGE 9 10 FLOAD -400 XRANGE 6 45 ZRANGE 34 40 GY
YRANGE 9 10 FLOAD -400 XRANGE 34.921 37.021 ZRANGE 27.989 34.404 GY
YRANGE 9 10 FLOAD -400 XRANGE 41.466 43.301 ZRANGE 27.989 34.404 GY
*ROOF LOAD
YRANGE 13 14 FLOAD -150 XRANGE 0 8.425 GY
YRANGE 13 14 FLOAD -150 XRANGE 3 41.466 ZRANGE 0 5.99 GY
YRANGE 13 14 FLOAD -150 XRANGE 34 44 ZRANGE 5.99 27.989 GY
YRANGE 13 14 FLOAD -150 XRANGE 6 45 ZRANGE 34 40 GY
YRANGE 13 14 FLOAD -150 XRANGE 34.921 37.021 ZRANGE 27.989 34.404 GY
YRANGE 13 14 FLOAD -150 XRANGE 41.466 43.301 ZRANGE 27.989 34.404 GY
MEMBER LOAD
509 519 710 724 906 UNI GY -1220
312 UNI GY -1220 0 2.15
915 UNI GY -1220 2.15 4.445
416 425 630 632 639 823 825 832 UNI GY -950 0 2
425 639 832 UNI GY -950 4.415 6.415
340 354 548 563 740 758 UNI GY -1380 2.445 4.445
LOAD R2 DEAD LOAD
SELFWEIGHT Y -1
MEMBER LOAD
*GROUND FLOOR BRICK LOAD
301 TO 307 310 311 313 TO 317 321 340 347 TO 354 366 TO 368 370 TO 379 381 -
382 398 405 411 420 TO 425 UNI GY -1660
*FIRST FLOOR BRICK LOAD
501 TO 518 520 521 556 TO 563 575 TO 586 589 TO 594 600 601 609 615 617 623 -
625 634 TO 639 701 TO 723 726 727 734 735 737 740 743 747 749 TO 758 770 -
771 TO 784 786 TO 791 793 794 800 802 803 807 810 811 816 827 TO 831 -
832 UNI GY -1460
1248 UNI GY -1460 1.165 4.49
1248 UNI GY -1460 0 1.165
1246 UNI GY -1460 1.165 4.49
1246 UNI GY -1460 0 1.165
*PARAPET BRICK LOAD
501 TO 518 520 521 550 556 TO 563 565 TO 571 573 TO 586 589 TO 594 600 601 -
608 609 615 617 623 625 634 TO 641 725 738 795 TO 799 812 TO 814 818 TO 821 -
901 TO 905 909 TO 913 931 932 940 TO 945 949 TO 958 960 961 964 965 -
975 TO 979 985 989 TO 995 1007 TO 1010 1012 1013 1201 TO 1205 1208 TO 1214 -
1216 1217 1222 1230 1232 1233 UNI GY -400
1246 UNI GY -400 1.165 4.49
1246 UNI GY -400 0 1.165
*staircase load
509 710 906 UNI GY -2080
519 724 1246 1248 1250 UNI GY -2080
312 UNI GY -1770 0 2.15
915 UNI GY -2080 2.15 4.445
416 630 823 UNI GY -1700
425 632 639 825 832 UNI GY -1450 0 2
425 639 832 UNI GY -1700 4.415 6.415
340 354 548 563 740 758 UNI GY -2185 2.445 4.445
915 TO 917 921 930 935 936 947 959 968 997 1002 TO 1006 1011 UNI GY -1130
FLOOR LOAD
YRANGE 5 6 FLOAD -475 GY
YRANGE 16 17 FLOAD -675 GY
*MEZZ FLOOR LOAD
YRANGE 9 10 FLOAD -475 XRANGE 0 8.425 GY
YRANGE 9 10 FLOAD -475 XRANGE 3 41.466 ZRANGE 0 5.99 GY
YRANGE 9 10 FLOAD -475 XRANGE 34 44 ZRANGE 5.99 27.989 GY
YRANGE 9 10 FLOAD -475 XRANGE 6 45 ZRANGE 34 40 GY
YRANGE 9 10 FLOAD -475 XRANGE 34.921 37.021 ZRANGE 27.989 34.404 GY
YRANGE 9 10 FLOAD -475 XRANGE 41.466 43.301 ZRANGE 27.989 34.404 GY
*ROOF LOAD
YRANGE 13 14 FLOAD -675 XRANGE 0 8.425 GY
YRANGE 13 14 FLOAD -675 XRANGE 3 41.466 ZRANGE 0 5.99 GY
YRANGE 13 14 FLOAD -675 XRANGE 34 44 ZRANGE 5.99 27.989 GY
YRANGE 13 14 FLOAD -675 XRANGE 6 45 ZRANGE 34 40 GY
YRANGE 13 14 FLOAD -675 XRANGE 34.921 37.021 ZRANGE 27.989 34.404 GY
YRANGE 13 14 FLOAD -675 XRANGE 41.466 43.301 ZRANGE 27.989 34.404 GY
*TOILET LOAD
YRANGE 5 6 FLOAD -950 XRANGE 3 11.986 ZRANGE 0 5.99 GY
YRANGE 5 6 FLOAD -950 XRANGE 15.126 18.206 ZRANGE 0 5.99 GY
YRANGE 5 6 FLOAD -950 XRANGE 24.428 27.7 ZRANGE 0 5.99 GY
YRANGE 5 6 FLOAD -950 XRANGE 30.645 32.43 ZRANGE 0 5.99 GY
YRANGE 5 6 FLOAD -950 XRANGE 3 6.325 ZRANGE 5.99 8.797 GY
YRANGE 5 6 FLOAD -950 XRANGE 1.835 6.325 ZRANGE 23.819 25.419 GY
YRANGE 5 6 FLOAD -950 XRANGE 1.835 6.325 ZRANGE 32.899 34.404 GY
YRANGE 9 10 FLOAD -950 XRANGE 3 7.955 ZRANGE 0 1.67 GY
YRANGE 9 10 FLOAD -950 XRANGE 15.124 18.206 ZRANGE 0 5.99 GY
YRANGE 9 10 FLOAD -950 XRANGE 24.428 27.7 ZRANGE 0 5.99 GY
YRANGE 9 10 FLOAD -950 XRANGE 30.645 32.435 ZRANGE 0 5.99 GY
YRANGE 9 10 FLOAD -950 XRANGE 1.835 6.325 ZRANGE 22.079 25.419 GY
YRANGE 9 10 FLOAD -950 XRANGE 1.835 6.325 ZRANGE 32.899 34.404 GY
*STAGE FILLING LOAD
YRANGE 5 6 FLOAD -1500 XRANGE 6.325 30.645 ZRANGE 27.989 34.404 GY
YRANGE 5 6 FLOAD -1500 XRANGE 1.835 6.325 ZRANGE 16.143 25.819 GY
*WATER TANK LOAD
YRANGE 13 14 FLOAD -1000 XRANGE 30.645 37.021 ZRANGE 0 5.99 GY
YRANGE 13 14 FLOAD -1000 XRANGE 3 11.986 ZRANGE 0 5.99 GY
*TRUSS LOAD
JOINT LOAD
117 118 120 122 437 438 440 442 FY -15000
END DEFINE REFERENCE LOADS
DEFINE 1893 LOAD
ZONE 0.1 RF 3 I 1.5 SS 2 ST 1 DM 0.05 DT 1.75
REFERENCE LOAD Y
R1 0.5 R2 1.0
DEFINE WIND LOAD
TYPE 1 WIND 1
INT 200 HEIG 17
EXP 1 YR 1.75 17
LOAD 1 1893 X DIRECTION
1893 LOAD X
LOAD 2 1893 -X DIRECTION
1893 LOAD X -1
LOAD 3 1893 Z DIRECTION
1893 LOAD Z
LOAD 4 1893 -Z DIRECTION
1893 LOAD Z -1
LOAD 5 LIVE LOAD
REFERENCE LOAD
R1 1.0
LOAD 6 DEAD LOAD
REFERENCE LOAD
R2 1.0
LOAD 10 FLOOR & BRICK COMB
REPEAT LOAD
5 1.5 6 1.5
LOAD 11 LOADTYPE None TITLE WL IN X
REPEAT LOAD
5 1.2 6 1.2
WIND LOAD X 1.2 TYPE 1 YR 1.75 17
LOAD 12 LOADTYPE None TITLE WL IN -X
REPEAT LOAD
5 1.2 6 1.2
WIND LOAD X -1.2 TYPE 1 YR 1.75 17
LOAD 13 WL IN Z
REPEAT LOAD
5 1.2 6 1.2
WIND LOAD Z 1.2 TYPE 1 YR 0 15 ZR 1.75 17
LOAD 14 WL IN -Z
REPEAT LOAD
5 1.2 6 1.2
WIND LOAD Z -1.2 TYPE 1 YR 1.75 17
LOAD COMB 15 EQ X
1 1.2 5 1.2 6 1.2
LOAD COMB 16 EQ -X
2 1.2 5 1.2 6 1.2
LOAD COMB 17 EQ Z
3 1.2 5 1.2 6 1.2
LOAD COMB 18 EQ -Z
4 1.2 5 1.2 6 1.2
LOAD COMB 19 1.5EQ AND 1.5DL
1 1.5 6 1.5
LOAD COMB 20 1.5EQ AND 1.5DL
2 1.5 6 1.5
LOAD COMB 21 1.5EQ AND 1.5DL
3 1.5 6 1.5
LOAD COMB 22 1.5EQ AND 1.5DL
4 1.5 6 1.5
LOAD COMB 23 1.5EQ AND 0.9DL
1 1.5 6 0.9
LOAD COMB 24 1.5EQ AND 0.9DL
2 1.5 6 0.9
LOAD COMB 25 1.5EQ AND 0.9DL
3 1.5 6 0.9
LOAD COMB 26 1.5EQ AND 0.9DL
4 1.5 6 0.9
PDELTA ANALYSIS SMALLDELTA
LOAD LIST 10 TO 26
START CONCRETE DESIGN
CODE INDIAN
UNIT MMS NEWTON
CLEAR 50 MEMB 1 TO 268 1234 TO 1245
CLEAR 30 MEMB 301 TO 427 501 TO 615 617 TO 623 625 TO 641 701 TO 808 -
810 TO 814 816 TO 834 901 TO 986 988 TO 995 997 TO 1013 1201 TO 1233
FYMAIN 415 ALL
FYSEC 415 ALL
FC 25 ALL
DESIGN COLUMN 1 TO 268 1234 TO 1245
TORSION 1 MEMB 301 TO 427 501 TO 615 617 TO 623 625 TO 641 701 TO 808 810 -
811 TO 814 816 TO 834 901 TO 986 988 TO 995 997 TO 1013 1201 TO 1233
DESIGN BEAM 301 TO 427 501 TO 615 617 TO 623 625 TO 641 701 TO 808 -
810 TO 814 816 TO 834 901 TO 986 988 TO 995 997 TO 1013 1201 TO 1233
END CONCRETE DESIGN
LOAD LIST 10
UNIT METER MTON
PRINT SUPPORT REACTION
UNIT METER KG
PRINT SUPPORT REACTION
*UNIT METER KG
*PRINT SUPPORT REACTION
FINISH
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