Answered: Determine the value of bending moment…

Determine the value of bending moment in column 2 (in kip-ft, absolute value) if the bay width is 21 ft the story height is 11 ft and the load P is 2.2 kips. P 1 2 3

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Related questions

Q: PROBLEM NO.1 A 305MM WIDE RECTANGULAR BEAM HAS AN OVERALL DEPTH OF 560MM. THE BEAM IS REINFORCED…

Q: Q2/ A reinforced concrete rectangular section has an effective depth of 460 mm and width of 250 mm…

A: Consider the given data d=460 mb=250 As=5160 mm2f'c=20 Mpafy=300 Mpa Calculate the Ultimate moment…

Q: The beam in the figure below is to be loaded with 20kN single axle load, a uniformly distributed…

Q: 8 kip DL 9 kip LL - 0.5 kip/ft LL and 0.3 kip/ft DL (excludes beam weight) -9'-0" - -11'-0"-

Q: 01// An interior Two-way slab panel 6.0 m * 7.2m carry a live load 10 kN/m². The slab thickness is…

Q: A 12m, I !!!2 Ar 10 kN/m 2m 2I I''² "I E = constt

A: Given data : Loading and dimensions are given Reactions at pin support are taken as Redundants. The…

Q: The simply supported beam consists of a W530 × 66 structural steel wide-flange shape [E = 200 GPa;…

A: Given data:- E=200 GPa=200×103 MPaI=351×106 mm4MA=270 kN-mw=105 kN/mP=105 kNMD=165 kN-mLAB=5.0…

Q: A rectangular beam has a width of 300mm and effective depth of 437.5 mm. It is reinforced with four…

A: The values given in the question are as follows Width of the beam(b)=300 mm The effective depth of…

Q: A reinforced concrete rectangular beam has a width of 315mm and an effective depth of 525mm. The…

Q: A cast-iron beam 10-m long and supported, carries a uniformly distributed load of intensity w.…

A: in the unsymmetrical beam Flexural Stress varies directly linearly with distance from the neutral…

Q: El is Constant (Assume El = 1 kN-m²) 2 m 1kN/m 7 m B

A: Find out maximum deflections using conjugate beam method. w = 1kN/m, EI = 1 kN-m² Loading in the…

Q: W MB B k 4 m 2 m The cantilever beam above is made up of concrete with E = 70 MPa, refer to the…

A: Given Required : Slope at B

Q: e from fastening two channels to a e 12mmØ bolts with allowable sh hear, and ob= 275 MPa for double

Q: 2. A load P is supported by two steel springs arranged in series as shown. The upper spring has 20…

Q: 2. The rectangular beam reinforced for tension only has b= 300 mm, d= 490 mm. The tension steel area…

A: fc' = 27 MPa fy = 275 MPa Determine the ultimate moment capacity of the beam.

Q: 6/6 Determine the maximum BM occurs for the beam shown below 3 kN/m 2 m 4 m

A: Given a cantilever beam and ask to find maximum bending moment?

Q: Consider a beam shown below: 20 kN 40 KN В D 1m 2m 1m What is the bending moment at B & C?

A: First, draw the free body diagram. Since at A the support is simply supported, it will have both…

Q: A rectangular beam reinforced for tension only has b = 300 mm, d = 490 mm. The tension steel area…

Q: PROBLEM 2: A reinforced concrete beam has a simple span of 4.5 m. and carries a dead load, including…

A: Given:

Q: A reinforced concrete beam has a simple span of 4.5 m. and carries a dead load, including…

A: Given, Span Length, L = 4.5 m Dead Load, D.L. = 20 KN/m Live Load, L.L. = 35 KN/m Cover = 75 mm fc'…

Q: A rectangular concrete beam has a width of 400 mm and an effective depth of 700 mm. It is reinforced…

Q: 2: A reinforced concrete beam has a simple span of 4.5 m. and carries a dead load, including…

A: Given dataspan=l=4.5mself weight=dead load=20kN/mlive load=35 kN/mclear cover=75mmfc'=28 MPafy=415…

Q: A beam 300mm X 600mm with a span of 6m is fixed at both ends. The beam carries a superimposed load…

Q: M1 at point B is 10 kips-ft, P1=12 kips is 9 ft from point A; and w1 = 1.5 kips/ft is distributed…

A: Transformed singular concentrated load from UDL = 1.5 x 22 = 33 kips Magnitude of moment for the…

Q: A 300mm x 400mm RC column is reinforced with b vertical bars, three bars in each 300mm face.…

Q: A steel beam below (E 29,000 ksi; I= 843 in. ) is has both a uniformly distributed load and a…

A: (a) total deflection at Btotal deflection at A will be Zero because Beam is supported at B

Q: A rectangular beam of width 100 mm is subjected to maximum shear force of 60 kN. The corresponding…

A: Given data : ζMax=4 N/mm2Shear force (V)=60 KNWidth (B)=100 mm

Q: Using Moment Distribution Method Analyze the given frame completely. For the uniform load acting at…

A: Hi! Thank you for the question As per the honor code, We’ll answer the first question since the…

Q: A 5.0 simply supported beam is supposed to carry a 2m width concrete slab on its center(unit weight…

A: simply supported beam : A simply supported beam is one that is supported by only two points and can…

Q: 4/ By using the working stress design method, find the maximum flexural moment can be carried by the…

A: Given-The Cross sectional area of two reinforced concrete beams having fs=165MPa and fc=12.5MPa…

Q: Given: S1=S2=S3= 2.8 m L1=L2=L3= 6.0 m b = 300 mm h = 400 mm t = 100 mm column = 0.3 m x 0.3 m…

Q: A flooring system consists of parallel I-beam sections spaced at 3 m on centers with simple spans of…

A: Given data: Flooring consists of parallel I-beam, continuous Span of beam, L=6m with spacing 3m…

Q: depin a simple span beam of 8 m in length with overhang. a uniform load of 12.0 KN/m and its own…

Q: The reinforced concrete beams of a floor system are spaced at 8 ft on-center and are supporting a…

A: Given : Reinforced concrete beam of a floor system spaced at 8 ft Dead load = 50psf Live load = 80…

Q: A 300 mm x 300 mm concrete column which is pin connected at both ends has an unsupported length of…

A: 300 mm x 300 mm concrete column Lu = Unsupported length = 4.6 meters = 4600 mm Pu = Total factored…

Q: Calculate the design moment capacity of a 300mm × 500mm pretensioned beam

Q: 1. Draw the shear and moment Diagram of the beam. 2. Determine the maximum compressive stress of the…

Q: M1 at point B is 10 kips-ft, P1=12 kips is 9 ft from point A; and w1 = 1.5 kips/ft is distributed…

A: M1=10kips P1=12kips To find resultant force and it's location from point A

Q: Reinforced Depth Singly 5.75mm. and a Beam width of 250mm. if the Beam is reinforced with…

Concept explainers

Members with compression and bending

Compression members are structural elements that carry compressive axial force. They are the vertical members of a building that support beams and their design, which is governed by buckling and strength. Columns are known as struct or compression members, which are subjected to compressive forces. These members provide stiffness to the building and avoid any imperfection regarding the transfer of axial load. For instance, webs in a truss, braces in a framed structure, tiers, and so on.

Question

Determine the value of bending moment in column 2 (in kip-ft, absolute value) if the bay width is 21 ft the story height is 11 ft and the load P is 2.2 kips.
P
1
2
3

Expert Solution

This question has been solved!

Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.

This is a popular solution!

SEE SOLUTION Check out a sample Q&A here

Step 1: Given data

VIEW

Step 2: Portal frame method

VIEW

Solution

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 3 steps with 3 images

SEE SOLUTION Check out a sample Q&A here

Knowledge Booster

Learn more about

Need a deep-dive on the concept behind this application? Look no further. Learn more about this topic, civil-engineering and related others by exploring similar questions and additional content below.

Similar questions

solve using NSCP 2015limitations/specifications. Show your detailed solution.
Soil
8
9 ft 13 ft 22. Inad nianram Mj at point B is 10 kips-ft, P=12 kips is 9 ft from point A; and WI = 1.5 kips/ft is distributed along the length of the beam which is 22 ft. If the 1.5kips/ft uniformly distributed load will be transformed into a singular concentrated load, what will be the magnitude of Moment taken at point A? What is the equivalent singular Resultant force of the loads shown? Determine the location of the resultant R from point A.
a triangular beam having a base 400mm and a height of 500mm. if fc'=25MPA and the subjected maximum moment is 15 kN- m. considering uncracked analysis. what is the actual tensile stress?
Give the correct answer and clear solution of the problem
A reinforced T-beam has an effective depth of 650 mm and is reinforced with 6-25 mm diameter bars. The web width is 330 mm and has a flange thickness of 120 mm. The beam has a span of 6.2 m and has a spacing center to center equal to 2.5 m, fc’ = 21 MPa and fy = 350 MPa. Compute the nominal moment capacity of the beam for positive bending in kN m. Express your answer in one decimal place.
A rectangular beam with limited size of 300mm is to be designed for an ultimate moment of 550 kN·m with f’c = 28 MPa and fy = 420 MPa. The effective depth of the tension bars is 500 mm and 70 mm for compression bars. 13. Determine the the maximum tensile steel ratio if the tensile steel strain will not be less than 0.005 for a more ductile failure.
The reinforced concrete beams of a floor system are spaced at 8 ft on-center and are supporting a floor dead load of 50 psf and a live load of 80 psf. The span of the beam L is 20 ft. Assuming that the beams are simply supported on the building columns, determine: a. the factored load in lbs/ft that each beam must support; b. the factored shear force diagram in each beam; indicate the amplitude and location of the maximum factored shear force; indicate also your sign convention; c. the factored bending moment diagram in each beam; indicate the amplitude and location of the maximum factored moment; indicate also your sign convention. 201 1.0M TM 8 ft Span of Beam, L 4 8 ft W. L 18 di giorni awoda oal NO.1 bna 30.10
If the allowable shear stress is 1.25 MPa of a simply supported beam loaded by a central concentrated load P and has a rectangular cross- section (120 mm wide by 300 mm deep and I = 270 x 10^6 mm^4), then = P 60 N O zero 60000 N O 30 N O 30000 KN O
7. Design a column to support an Mx = 230 kN.m, My =140 kN.m and axial load N = 3500 kN. The 500 N/mm². Also, compute the = column is short. Assume d'/h =0.10, feu = 35 N/mm² and fy maximum axial compressive load that may be placed in the column, in combination with the moments Mr and My given above.