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EXAMPLE on tho CANTILEYER METHOD Or LATEIRAL LOADS on FRAMES oblewnry (approximately) fbe reachor...

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how to get cross sectional area
EXAMPLE on tho CANTILEYER METHOD Or LATEIRAL LOADS on FRAMES oblewnry (approximately) fbe reachorus at Ho base of tte Shouw h
EXAMPLE on tho CANTILEYER METHOD Or LATEIRAL LOADS on FRAMES oblewnry (approximately) fbe reachorus at Ho base of tte Shouw hous to do termnt lezproxima show how colms of the Fomt shod' n le give. ㄥ 8 /2 fr lok. /6 ft 20A 54a ナ2oft-t.sfrt, 25fr Crost- Seckioral Aea of colomns. Tn this o they are tho somp for

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GIVEN STRUCTURE & DATA 8 kips 12 ft 10 kips 16 ft 20 ft 25 ft 15 ft Ratio of areas of columns 10 10 CALCULATIONS LOCATION OFAXIAL FORCES TOP STOREY 8 kips 20 15 25 P21 P22 P23 P24 A1 A2 28.53 25 A4 P22 8.53 P21 28.53 0.3 P21 P23 6.47 P21 28.53 0.23P23 X 25 0 Solving, we get 0.62 kips 0.19 kips 0.14 kips -0.68 kips (tension) (tension) (compression) (compression) P21 P22 P10 20 P11 x60 P12 x40 P13 x 25- 0 Solving, we get P21 P22 P23 P24 3.09 kips 0.93 kips -0.71 kips 3.40 kips (tension) (tensionFORCES IN FRAME MEMBERS 6.18 6.046 8.293 12.226 6.18 14.339 6.18 6.046 8.293 24.7 2636.548 24.074 08 6.1 18.52 14,339 33.815

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