A structural framing plan for the upper floors in a building is shown in the figure below. A site-cast concrete slab-and-beam system is used. The floor framing system consists of a series of parallel beams at 2.8-meter centers that support a continuous one-way spanning slab (adjacent columns are spaced by a distance of 8.4-meter in both horizontal and vertical directions). The uniformly ultimate (factored) distributed load for the one-way slab is equal to 14 kN/m2. Ignore the own weights of beams and walls.Compute the value of load on column H.Compute the value of distributed load on beam EF.Compute the value of each of concentrated loads on beam HK.Compute the value of maximum moment for beam HK. A structural framing plan for the upper floors in a building is shown in the figure below. A site-cast concrete slab-and-beam system is used. The floorframing system consists of a series of parallel beams at 2.8-meter centers that support a continuous one-way spanning slab (adjacent columns arespaced by a distance of 8.4-meter in both horizontal and vertical directions). The uniformly ultimate (factored) distributed load for the one-way slab isequal to 14 kN/m2. Ignore the own weights of beams and walls.Compute the value of load on column H.Compute the value of distributed load on beam EF.Compute the value of each of concentrated loads on beam HK.Compute the value of maximum moment for beam HK.ВEHJGKt-- IL-- --+--1.- IL - E--- U- --ニニニニニ iAi | ||-- 1-- --

Data given: Uniformly ultimate (factored) distributed load of slab = 14 kN/m2 Asked: Compute the…

Answered: A structural framing plan for the upper…

Principles of Foundation Engineering (MindTap Course List)

8th Edition

ISBN:9781305081550

Author:Braja M. Das

Publisher:Braja M. Das

Chapter14: Sheet-pile Walls

Section: Chapter Questions

Problem 14.11P

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A structural framing plan for the upper floors in a building is shown in the figure below. A site-cast concrete slab-and-beam system is used. The floor framing system consists of a series of parallel beams at 2.8-meter centers that support a continuous one-way spanning slab (adjacent columns are spaced by a distance of 8.4-meter in both horizontal and vertical directions). The uniformly ultimate (factored) distributed load for the one-way slab is equal to 14 kN/m². Ignore the own weights of beams and walls.

Compute the value of load on column H.
Compute the value of distributed load on beam EF.
Compute the value of each of concentrated loads on beam HK.
Compute the value of maximum moment for beam HK.

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