# A5 - CIVE207 Fall 2008 Assignment#5(Due Oct 14 Tuesday 12pm...

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CIVE207, Fall 2008, Assignment #5 (Due Oct 14, Tuesday 12pm, Box 2 in Room MD475) LDJ; P8.22 A flanged wooden shape is used to support the loads P8.33 A simply supported wood beam (Fig. P8.33a) with a span of shown on the beam in Fig. P8.22a. The dimensions of the shap~ are shown in Fig. P8.22b. Consider the entire 18-ft length of the L = 20 ft supports a unifonnly distributed load ofw = 800 Ib/ft. The al- , lowable bending stress of the wood is 1,400 psi. If the aspect ratio of beam and determine: the solid rectangular wood beam is specified as h/b = 1.5 (Fig. (a) the maximum tension bending stress at any location along the P8.33b), determine theminimum width b that can be used for the beam. beam, and (b) the maximum compression bending stress at any location w along the beam. A~B ~ . L .1 FIGURE P8.33a/34a FIGURE P8.22a I] 10 in. I' 'I~ w FIGURE P8.33b/34b 2 in. I P8.34 A simply supported wood beam (Fig. P8.34a) with a span of L = 14 ft supports a unifonnly distributed load of w. The beam

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A5 - CIVE207 Fall 2008 Assignment#5(Due Oct 14 Tuesday 12pm...

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