mecha fe-4000 psi and fy 60000 psi, respectively. Show your final cross-section, and checks includingof 3k/ft needs to be designed according to the AC1318. The concrete and steel properties areA beam cross-section with the following un-factored dead (excluding self-weight) and live loadbar sizes.As in initial starting point you are required to usep=0.5ps and self-weight of 400 lb/ft.on t30 ft20 ftwp=2 k/ft

Live load, Dead load, Compressive strength of concrete, Length of beam, Yield strength of steel,…

A beam cross-section with the following un-factored dead (excluding self-weight) fe-4000 psi and - 60000 psi, respectively. Show your final cross-section, and checks including of 3k/ft needs to be designed according to the AC1318. The concrete and steel properties are bar sizes. As in initial starting point you are required to use p-0.5ps and self-weight of 400 lb/ft. on to 10 A. 30 ft 20 ft wp=2 k/ft

A beam cross-section with the following un-factored dead (excluding self-weight) fe-4000 psi and - 60000 psi, respectively. Show your final cross-section, and checks including of 3k/ft needs to be designed according to the AC1318. The concrete and steel properties are bar sizes. As in initial starting point you are required to use p-0.5ps and self-weight of 400 lb/ft. on to 10 A. 30 ft 20 ft wp=2 k/ft

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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