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An indeterminate 2 by 2 A36 steel rod is loaded axially at B with 280 kips. A B P=280 kips 30 in. 20 in. Determine the maxi

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P ť Join Roin aalley.pl! -> PC PC- RA A 36Steel E =.29000 Ksi Rot Re=P. se B de expanstion in rod. If a support is not presen2x2 in AB Normal stress in RA 112 4 AB : 88 ksi AB Rc 168 normal stress in a inzo Be A BC 142 kips in? = 42 ksi BC displaceme

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