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Unformatted text preview: 5.1 through 5.6 I For the beam and loading shown. (a) draw the sh
and hendmg—moment diagrams. ((9) determine the equations of the shear
bending—moment curves. 5.9 and 5.10 Draw the shear and bendingmoment diagrams for the
and loading shown. and determine the maximmn absolute value (a) of shear, (b) of the bending moment. 3 kips/lt :30 kiph‘ I" (a ['t + 5.19 and 5.20 For the beam and loading shown. determine the"
mum normal stress due to bending on a transverse section at C. 23 g) I” I” ll]
\'.\‘ l<.\' lx'X LN LN 5200 X 27.4 J—«—(i CC" {1.375 m = 2.25 m—*
Fig. P520 5.22 and 5.23 Draw the shear and bendingmoment diagrams for lhe
jand loading shown and determine the maximle normal stress due to o _g. l() ka I l W3“) X 38.7 Fig. 5.26 Knowing that W = 12 RN. draw the shear and bendingmom
dingrulm for beam AB and determine the maximum normal stress due
bending. ‘it 3
l m l m l m l m Fig. P525 and P527 ( h—lq : 5.38 Using the method of Sec. 5.3, solve Prob. 5.5a. Fig. P5.5 5.42 Using the method of Sec. 5.3, solve Prob. 5.9. 9 and 5.10 Draw the shear and bending—moment diagrams for the and loading shown, and determine the maximum absolute value (a) of
31', (b) of the bending moment. 55.67 and 5.58 For the beam and loading shown. design the cross sec—
'0fthe beam, knowing that the grade of timber used has an allowable normal
I of Hit) psi. 4.8 lilpﬁ "LS ltips 5.79 A steel pipe of 4in. diameter is to support the loadin
Knowing that the stock of pipes available h
_'l in. in [lgin. increments, and
{is 24 ksi, determine the mini g shown.
as thicknesses varying from in. to
that the allowable normal stress for the steel used
mum wall thickness t that can be used. 500 H: Fig. P519 SUI) H) ...
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This note was uploaded on 12/14/2010 for the course ENGR 2530 taught by Professor Lindaschadlerfeist during the Fall '08 term at Rensselaer Polytechnic Institute.
 Fall '08
 LINDASCHADLERFEIST

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