hw19_sol

hw19_sol - £5.22 and 5,23 Draw the shear and...

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Unformatted text preview: £5.22 and 5,23 Draw the shear and bending-moment diagrams for the . nd loading shown and determine the maximum normal stress due to 40 kN/m 25kN<m ISkN-m , ‘ f ,, A 9:12:22: .» Lifl ‘ 1) L 5. a," h :2? (I; g E. 3 W310 X 38.7 4’0ka/ M 9’3 $253} {NJ f/é ‘ wwwa I MwMWWM-b-M: lig’lkj'y‘vfl 7;“ng . \f/ 1.2 m “j a =;i«;w§i;i1m3£vw\—WW 4‘ \9 4k. _ ermi‘m 3% fly <5; \ r mafiagmaj i w ~+‘?'{95;2N’T3 em _ 4‘ $~-33=9”A xfiétm’ V i Mica” Hf) ( grny-m‘} “igiéflmjwpfii +2) v ,4? : gmmm ) J; . R, p m; m MM m “£6qu a. fiszbfi “Mfg fl M3 w CH ixfifiw a 041C2«4>Cm3 H fffi .3 V, A .. - {‘2} ” ’ :. V144 “A! " LgWQ‘j'E “"W’fi" «Irg‘fll‘ifi’fi? WWW 1;: 5‘30 Determine (a) the distance a for which the absolute value of the .h’endmg moment in the beam is as small as possible, (b) the corresponding maximum normal stress due to bending (See hint of Prob. 5.27.) 53., WM >< 22 a, @262 g .r’ q ~~~~~~~~ ** W t; 5.41 Using the method of Sec. 5.3, SOIVB Pf0b~ 58- 91W NW N LN _< .(L' L- (3‘ L3 "if A f " M: - beam 5.7 and 5.8 Draw the shear and bending—moment diagrams for the W?“ and wading shown, and determine the maximum absolute value (a) ofthe sheaf, ~ 0 _. .V 4 @ 075 m = M (b) of the bending moment. a I Q 11’] *—v* 0,75 m Fig“ P53 5.42 Using the method of Sec; 5.3, solve Prob. 5.9 BOW/m Pg; 43‘;wi a. .0" 53’ r at“: 0‘ L‘ . . 3 ‘J ' 5‘9 am! 5.10 Draw {ha shear and bendmg-moment dlagrams for the loading Shown, and determine the maximum absalute value (a) of of the bending moment. Fig. P53 beam and the shear. (/2) ...
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This note was uploaded on 02/23/2012 for the course CE 3400 taught by Professor Moorthy during the Spring '09 term at LSU.

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hw19_sol - £5.22 and 5,23 Draw the shear and...

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