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hw6sol - ■ L = 10 ft Fig P5.32 £fc-t W r w-d<...

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1W sol 5-1 (5.9 and 5.10 Draw the shear and bending-moment diagrams for the :art~atTO loading shown, and determine the maximum absolute value (a) of e shear, (b) of the bending moment. 30 kN/m A S 'leokN H—2m Fig. P5.9 lin -2m 6OICN 1 5" - -3dx W-
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1*1 CD £ota/ , C 4- C vfy) 1 - \)
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5.11 and! 5.12 A)raw the shear and bending-moment diagrams for the earn and loadmgjrKown, and determine the maximum absolute value (a) of he shear, (b) of the bending moment. 3kN 3kN D E 300 200 200 300 Dimensions in mm Fig. P5.12 ■0 ~ 3. / Jca/ - ,3. 9 -Wiis M-A, 3 dr IM--o
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A r i 5.1 ■ho loo (n) =■ I 9oo C \A[X)
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5.17 JPor the beam and loading shown, determine Jie maximum normal df bending on a transverse section at <3& Pi OO \vnii 25 kips 25 laps U 5 laps/ft 2.5 ft Fig. P5.17 2.5 A 2.5 ft •7.5 ft W16X--7 B Ip-H- t V / />9 0 H iA G \v\ .5- DD Ib* in
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(s 32 ) A solid steel rod of diameter d is supported as shown. Knowing thai Wfeel y = 490 lb/ft3, determine the smallest diaiwaWihat can be used if the normal stress due to bending is not to exceed 4 ksi. ^ M L = 10 ft Fig. P5.32 £fc- t
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Unformatted text preview: ■ L = 10 ft Fig. P5.32 £fc-t W r w-d< Occurs >M T Stress olu/.-fv bend™ j (j00) 000 jb _ 4.000 2-"* > X Tlflr^ f)r\M dy Ind 5.55 Draw the shear and bending-moment diagrams for th loading shown and determine the maximum normal stress dn» , — ™ "" T-.uue to JJ r\ :f 16kN/m S150 X 18.6 Fig. P5.54 XIV fin Bef. l i—n ^ I VCx) t IfcMO Oi-WX hftV--o 7TT~]. M 6.5? y5.57 braw tlie shear and bending-moment diagrams for the ing shpWn and determine the maximum normal stress due i0 A" B FBP Fig. W-$Oo1 b/,-, SCOlhAn. I7 in. C $m 3in. ^HA-J h look *l £■ VCx) Voc) ■= 4h __ 6 C .1 i ■!-233-0 *> \A cV C — \fcoooo Ib-m "= 1*5 -o, 2*> T-To p K p-T /, 33 b |4oooo * f. ii...
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