All question pertain to the following floor plan. The floor load is 60 lb/ft2. Ignorethe self weight of the members. The building is three stories tall.I-GZ20 10!C2I-B130'22 What is the value in kips of the axial force in Column C2 on the first story?

All the slabs on the floor are one way slabs, since the value of longer to shorter span for each…

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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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Considering the frame, the height of each storey is 5 m (DA) and 4m (DG) , the length of each span is 6 m (GH) and 7 m (HI), assuming columns and beams have the same cross sectional areas. *Using portal method, what is the axial force at column FC?
GROUP A B3 Given: 3 Concrete, f'c= 24MPA. Steel, fy= 420MPA. Superimposed dead load, WsD= 4.5kN/m:. SLAB 1 Live load, WL= 2.5kN/m:. Perimeter wall weight= 21KN/m. All columns are 300x600mm. Design the slab and beam B2 B3 5.00m 5.00m 5.00m B) 2) 6.50m B1 6.50m B2 1.00m B2 B1
What is the value of kip/ft of the uniform load on beam B1 ? What is the value in kips of the point load in the middle of Girder G1 ? What is the value in kips of the point load in the middle of Girder G2 ? What is the value in kips of the axial force in Column C2 on the first storey ?
A spiral column is 430 mm in diameter and is reinforced with 7-28 mm bars Grade 415. The spirals are 10 mm in diameter and concrete cover used is 40 mm. If f'c = 28 MPa, and the column has an unsupported length of 2.20 m, what is the safe ultimate load that the column can support using the 2001 NSCP specifications? Neglect moment in the column. Ku = 1.0
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Answer should be on the choices. Please provide a NEAT or CLEAN SOLUTION. Hoping for a written solution. thanks
Solution?
Calculate the factored moment strength of the slab below. If the only dead load the slab has to handle is its own self-weight, how much service live load can the slab hold? For finding this make the moment strength you calculate equal to Mu and solve for the possible live load using a factored load equation. f'c = 3000 psi, fy = 40000 psi A A -Span for design = 12'-0"– clear #8 @ 6" 0.c. Section A-A 8"
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Plss, i need the answer immediately. Consider a two-bay building frame ABCDEF, with A, B, and C as fixed supports, AD, BE, and CF as columns, and DE and EF as girders. Span DE is 5.9 meters long and span EF is 6.8 meters long. The columns have a height of 10.5 meters. Assume that the columns have same cross-sections. A wind-induced lateral load of 80 kN is applied at D, pointing towards the structure. Additionally, a-wind induced uniform load of 1.5 kN/m, pointing upwards, is applied at the girders. (a) Draw the free-body diagram of the structure.
True or false, the load on a column for my particular floor depends on the tributary area of the column on the floor?

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All question pertain to the following floor plan. The floor load is 60 lb/ft2. Ignore the self weight of the members. The building is three stories tall. I- GZ 20 10! C2 I- B1 30' 22 What is the value in kips of the axial force in Column C2 on the first story?