ft., then F2 = 12 x 2 kips = 24 kips (an unrealistic load, but just for the sake of argument, go with it). Notice that the roof is a kind of "saltbox" style. There's a 500 lb. snow load acting perpendicular to the longer slope. The steeper slope has no snow load as we assume that it'll all slide off. Replace this loading system with an equivalent force and couple moment acting at point O, the midpoint of the building's base. F₁ F₂ 500 LB. 20' O 10' 10 10' h h

ft., then F2 = 12 x 2 kips = 24 kips (an unrealistic load, but just for the sake of argument, go with it). Notice that the roof is a kind of "saltbox" style. There's a 500 lb. snow load acting perpendicular to the longer slope. The steeper slope has no snow load as we assume that it'll all slide off. Replace this loading system with an equivalent force and couple moment acting at point O, the midpoint of the building's base. F₁ F₂ 500 LB. 20' O 10' 10 10' h h

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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