(a) If the member has enough strength using Load and Resistance Factor Design (LRFD).

Question

1: Determine the vertical deflection at joint E and the horizontal displacement at joint C for the following truss. Assume Area = 400 mm2 and E = 200000 MPa 30 m B с 30 kN A E D 25, KN -5 m- -5 m- -5 m- -5 m- -20 m-

Answer 1

Question

Chapter 3, Problem 3.2.5P

To determine

(a)

If the member has enough strength using Load and Resistance Factor Design (LRFD).

To determine

(b)

If the member has enough strength.

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