Use the figure below to solve this problem. A) Assume a 4-inch thick-reinforced concrete (normal weight) slab and the weight of the ceiling as 2 lb/ft2.To account for the weight of ducts, piping, conduit, and so forth, located between the slab and ceiling (and supported by hangers from the slab), an additional dead load allowance of 20 lb/ft2 is assumed. The designer initially estimates the self-weight of beams B1 at 35 lb/ft and the girders G1at 55 lb/ft. Establish the magnitude of the dead load distribution on beam B1 and girder G1 and draw neat free-body diagrams for members B1 and G1.... B) The uniformly distributed live load (Lo) on the floor plan shown in the figure below is 70 lb/ft2. Establish the live loading for members floor beam B2, and girder G5. Draw neat free-body diagrams. Consider the live load reduction if permitted by the ASCE standard (

Use the figure below to solve this problem. A) Assume a 4-inch thick-reinforced concrete (normal weight) slab and the weight of the ceiling as 2 lb/ft2.To account for the weight of ducts, piping, conduit, and so forth, located between the slab and ceiling (and supported by hangers from the slab), an additional dead load allowance of 20 lb/ft2 is assumed. The designer initially estimates the self-weight of beams B1 at 35 lb/ft and the girders G1at 55 lb/ft. Establish the magnitude of the dead load distribution on beam B1 and girder G1 and draw neat free-body diagrams for members B1 and G1.... B) The uniformly distributed live load (Lo) on the floor plan shown in the figure below is 70 lb/ft2. Establish the live loading for members floor beam B2, and girder G5. Draw neat free-body diagrams. Consider the live load reduction if permitted by the ASCE standard (

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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