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1- For the beam shown below find: a) The maximum normal stresses due to bending b) The maximum shearing stress c) The maximum

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32sin 53.13 3 2kips 20Kips 48t4. Kip 2k/ft 53.13 A RAH D 32 Ces 53 13 4 RAV RBV 4 Ca Fx RAH-32 Cos 53 13 O RAH= 19.2 kips -20 kips &fe kip 48 32 Kips 2kltt 53.13 RAH D 1Rav RAV 4 4 25.6kips 33 6 Kips 11-47 Kips SFD 16-523 Lips 32 53 ips Kipft BMD 114 3 Centroid= (16x4x (2+12+ 2))+(4x12 x (6+2) + (3X12 x15) C1bx4)+C4X12)+ (3x12) 1 10.64 19-10-64- 8 36 bottom 2 l6x 4 + +Tmmar 33.6x 10 Q V Ib where Ve shear torce marimuo b width c beam Q- (l6x 4) (10-3-4) C6 62x4)(6.63) 10.63 663 2 =640-22 in3

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