2. A concrete beam is shown below.A. Determine the magnitude of the resultant force acting on the beam (2 decimal places)B. The distance of resultant force from the left edge (3 decimal places)C. If the loads will be replaced by a single force located at the left edge, what moment must bepaired with it (Clockwise positive) to be equivalent to the original loads? (2 decimal places)WsWzMW1= 11 kN/mW2= 14 kN/mM= 4.3 kNmL1= 4.1 mL2=1.9 mA. R=kN (2 decimal places)В. х3m (3 decimal places)С. М3kNm (2 decimal places)

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Answered: 2. A concrete beam is shown below. A.…

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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A simply supported wood beam is reinforced with a steel plate of width b as shown in the figure. The beam carries a uniformly distributed load including the weight of the beam) of intensity 260 lb/ft over its 12.3-ft span. Using b = 4 in. and Est/Ewd = 20, determine the maximum bending stress in the wood. Round off the final answer to two decimal places. ... 6 in. 10 in. 1/2 in. |-|
the given section of beam is at point of maximum moment of the beam loaded shown. use n=8 , calculate the compressive force of the concrete
A crate weighs 810 lb and is hung by three ropes attached to a steel ring at A such that the top surface is parallel to the xy plane. Point A is located at a height of h = 50 in above the top of the crate directly over the geometric center of the top surface. Use the dimensions given in the table below to determine the tension in each of the three ropes. ↑Z 2013 Michael Swanbom (сс 00 BY NC SA Values for dimensions on the figure are given in the following table. Note the figure may not be to scale. Variable Value 30 in 43 in 4.5 in a b C y The tension in rope AB is 0.15 The tension in rope AC is The tension in rope AD is x pounds pounds pounds
The rectangular piece of wood, 76 mm by 174 mm, is used as a compression block. The grain of the wood makes a 30.3º angle with the horizontal, as shown in the figure. Determine the shearing stress (in MPa) on the plane of the grain if the allowable compression stress on the plane of the grain is 20.2 MPa. Round off the final answer to four decimal places.
23 Calculate the nominal moment strength of a reinforced concrete beam 240 mm x 490 mm if at failure the concrete compression strain is 0.003 and the tensile steel strain is 0.005. The flexure bars are 16 mm in diameter enclosed by 10 mm stirrups. Use f'c = 25 MPa and fy = 420 MPa. Express your answer as a whole number in the unit of kN.m.
A hanging plant with a mass of 10 kg hangs from three ropes as shown. Knowing that Y = 1.8 m and X = 3.9 m, determine the force in ropes AB, AC, and AD. Enter for force in AC below. Express your answer in N to the nearest 0.1 N. 4m B 3 m A Z D Y Your written solution must show an appropriate FBD and calculations to determine the force in all three ropes (AB, AC, and AD).
A simply supported wood beam is reinforced with a steel plate of width b as shown in the figure. The beam carries a uniformly distributed load including the weight of the beam) of intensity 228 lb/ft over its 20.2-ft span. Using b = 4 in. and Est/Ewd = 20, determine the maximum bending stress (in psi) in the steel. Round off the final answer to two decimal places. 6 in. - 10 in. 1/2 in. -b-
4. Calculate the deflection for the steel beam shown below. Will the beam be able to support the total load exerted upon it? What about only the live load? Use the building code deflection limits L/240 for total load and L/360 for live load. PL = 2,500lbs PDL = 1.500lbs E = 1,600,000 psi 10ff P= lbs 6x16 Ixx = 1707in¹
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A simply supported wood beam is reinforced with a steel plate of width b as shown in the figure. The beam carries a uniformly distributed load including the weight of the beam) of intensity 215 lb/ft over its 13.8-ft span. Using b= 4 in. and Est/Ewd = 20, determine the maximum bending stress in the wood. Round off the final answer to two decimal places. 6 in. - 10 in. 1/2 in. Add your answer
27) Calculate the nominal moment strength of a reinforced concrete beam 210 mm x 470 mm if at failure the concrete compression strain is 0.003 and the tensile steel strain is 0.005. The flexure bars are 16 mm in diameter enclosed by 10 mm stirrups. Use f'c = 25 MPa and fy = 420 MPa. Express your answer as a whole number in the unit of kN.m.

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