# A7 - CIVE207 Fall 2008 Assignment#7(Due Oct 30 Thursday 4pm...

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Assignment #7 (Due Oct 30, Thursday 4pm, Box 2 in Room MD475) P10.9 For the beam and loading shown in Fig. PlO.9, use the double- integration method to determine (a) the equation of the elastic curve for segment AB of the beam, (b) the deflection midway between A and B, and (c) the slope at B. Assume that EI is constant for the beam. "'. w . r A_JC X Ie L .l-i FIGURE P10.9 P10.55 The simply supported beam shown in Fig. PlO.55 con- sists of a W2I X 44 structural steel wide-flange shape [E = 29,000 ksi; I = 843 in. 4 ]. For the loading shown, determine: (a) the beam deflection at point A. (b) the beam deflection at point C. 4 kips/ft rrm x D 6ft 6ft 6ft 6ft 6ft 6ft FIGURE P10.55 P11.48 A W530 X 92 structural steel wide-flange shape [E = 4 200 GPa; I = 554 X 10 6 rnrn ] is loaded and supported as shown in Fig. PII.48. Determine: (a) the force and moment reactions at supports A and C. (b) the maximum hending stress

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## This note was uploaded on 10/06/2009 for the course CIVE 207 taught by Professor Shao during the Fall '09 term at McGill.

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A7 - CIVE207 Fall 2008 Assignment#7(Due Oct 30 Thursday 4pm...

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