GIVEN: Cantilevered rod shown500*Rigid barr-6 inchesL= 18 ftREQ'D:At section where A and B are located, find APPLIEDforces V, Ny, V, and APPLIED momentsM, M, (T),M, looking in from x, y and z axes.looa) V. - 500 Ibs+c) V.= 500 IbsNy = 1000 Ibs TNy = 1000 Ibs CV = 100 lbs!V. = 100 lbstM,= 600 ft-lb CWM, = 600 ft-lb CCWM, -T-3000 ft-lb CCWM, =T= 3000 ft-lb CCWM, -0M, - 600 ft-lb CWb) V.- 500 Ibsd) V- 500 IbsNy - 1000 Ibs CNy - 1000 Ibs TV= 100 IbstV.- 100 Ibs.M, = 600 ft-lb CCWM.- 3000 ft-lb CCWMy = T-0M. = 600 ft-lb CWMy =T= 3000 ft-lb CWM2 =0

At section x in AB Vx = 500 lbs ← Ny = 1000 lbs T Vz = 100 lbs ↓ Mx = 100 ×183 = 600 ft-lb CW My =T…

GIVEN: Cantilevered rod shown 500* Rigid bar r-6 inches L- 18 t REO'D: At section where A and B are located, find APPLIED forces V., N,, V, and APPLIED momentsM., M, (T), M, looking in from x, y and z axes. loo a) V.- 500 Ibs e) V.= 500 Ibs N, - 1000 lbs T N, = 1000 Ibs C V.- 100 Ibs, v.= 100 Ibst M,- 600 ft-lb CW M, = 600 ft-lb CCW M, -T-3000 f-lb CCw M, -T-3000 fN-lb CCw M. -0 M, - 600 ft-lb CW b) V.- 500 Ibs d) V. - 500 Ibs N, - 1000 Ibs C N, = 1000 lbs T V.= 100 lbst v, - 100 Ibs. M, = 600 ft-lb CCw M, - 3000 ft-lb CCw M, =T= 3000 fn-lb cW M, -T-0 M.-0 M, - 600 fl-lb CW

GIVEN: Cantilevered rod shown 500* Rigid bar r-6 inches L- 18 t REO'D: At section where A and B are located, find APPLIED forces V., N,, V, and APPLIED momentsM., M, (T), M, looking in from x, y and z axes. loo a) V.- 500 Ibs e) V.= 500 Ibs N, - 1000 lbs T N, = 1000 Ibs C V.- 100 Ibs, v.= 100 Ibst M,- 600 ft-lb CW M, = 600 ft-lb CCW M, -T-3000 f-lb CCw M, -T-3000 fN-lb CCw M. -0 M, - 600 ft-lb CW b) V.- 500 Ibs d) V. - 500 Ibs N, - 1000 Ibs C N, = 1000 lbs T V.= 100 lbst v, - 100 Ibs. M, = 600 ft-lb CCw M, - 3000 ft-lb CCw M, =T= 3000 fn-lb cW M, -T-0 M.-0 M, - 600 fl-lb CW

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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