The A-36 steel post (E-29,000 ksi and v "b" at point A give readings of ?.-300...
Curious on this question. For the steel bars (E = 29,000 ksi) and loading shown, determine the vertical displacement at point A. Assume that P = 46.4 kips and both areas have a cross section area A 1.5 in. Report your answer in inches to three decimal places and place your answer in the box below 2 ft 1.5 ft 15 ft