What is the story shear force resisted by the columns between the second and thirdfloor?LevelRoof3rdThe following shows a schematic section of a three-storyreinforced concrete building. The building weights,elevations and seismic story forces are shown in the tablebelow.AF = 1200 kFard 800 kF-400 kStoryWeight(kip)3,000 k4,000 k4,000 k11,000kElevation(ft)423015Building Elevation and Seismic Story Forces800 kips1,200 kips2,000 kips2,400 kipsStoryforce, F(kip)1,2008004002,400KStory shear(kip)1,2002,0002,400Roof3rd Flr2nd FirStory overturningmoment(kip-ft)14,40044.40080,400

To determine- Storey shear force resisted by the columns between 2nd and 3rd floor.

The following shows a schematic section of a three-story reinforced concrete building. The building weights, elevations and seismic story forces are shown in the table below. What is the story shear force resisted by the columns between the second and third floor?

The following shows a schematic section of a three-story reinforced concrete building. The building weights, elevations and seismic story forces are shown in the table below. What is the story shear force resisted by the columns between the second and third floor?

Structural Analysis

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ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Question

What is the story shear force resisted by the columns between the second and third
floor?
Level
Roof
3rd
The following shows a schematic section of a three-story
reinforced concrete building. The building weights,
elevations and seismic story forces are shown in the table
below.
A
F = 1200 k
Fard 800 k
F-400 k
Story
Weight
(kip)
3,000 k
4,000 k
4,000 k
11,000k
Elevation
(ft)
42
30
15
Building Elevation and Seismic Story Forces
800 kips
1,200 kips
2,000 kips
2,400 kips
Story
force, F
(kip)
1,200
800
400
2,400K
Story shear
(kip)
1,200
2,000
2,400
Roof
3rd Flr
2nd Fir
Story overturning
moment
(kip-ft)
14,400
44.400
80,400

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