Use distributed loading to determine load in each beam larger beamSmaller beamFloor load : 20 kN / m²103+715m.WIDTHLENGTH @ LENGTHA@WIDTHG

Given , Floor load = 20KN/m² Our aim is to determine, load on each of the beam.

Answered: Use distributed loading to determine…

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) Draw the shear and bending-moment diagrams for the beam and loading shown below. 48 kips 48 kips 48 kips 2 ft'2 ft 2 ft (b)If the cross-section of the beam is as shown below, determine the maximum tensile and compressive stresses. 8 in. - (1 in. 1 in 6 in. in. 4 in. (c)If the cross-section of the beam is the composite section shown below, determine the maximum stress in the steel and in the wood (Ewoed = 2000 ksi, Eei = 29000 ksi). steel wood wood 10 in. 3 in. 3 in. in.
A compo beam is fabricated by bolting two 2.6-in.-wide by 13-in.-deep timber planks to the sides of a 0.5-in. by 13-in. steel plate. The mod elasticity of the timber and the steel are 1970 ksi and 28800 ksi, respectively. The simply supported beam spans a distance of 17 ft and carries two concentrated loads P, which are applied as shown. Assume LAB=LCD= 4 ft, LBc = 9 ft, b = 2.6 in., d=13 in. and t = 0.5 in. (a) Determine the maximum bending stresses o,, o, produced in the timber planks and the steel plate if P = 3.7 kips. (b) Assume that the allowable bending stresses of the timber and the steel are 1080 psi and 23900 psi, respectively. Determine the largest acceptable magnitude for concentrated loads P. (You may neglect the weight of the beam in your calculations.) Answers: (a) o, = (b) P= i LAB i B b LBC F Cross section C ksi, o, = kips. LCD i D ksi. 0000000
Figure 1 shows the beams layout in one-way solid slab system in a reinforced concrete building. Each column has a square cross section of 800mm side length. The concrete compressive strength, f_{C} = 28MPa and the reinforcing steel yielding strength, f_{y} = 42OMP*a_{2} All beams have rectangular cross sections of width, b = 500mm and thickness, h = 700mm with effective depth, d=630mm. . The slab has a thickness, h = 250mm with effective depth, d=200mm. The slab is subjected to superimposed dead and live loads of (5, 0kN) * m ^ 2 and (6,0kk/m^ 2 respectively in addition to its self-weight. The perimeter walls are 10kN/m weight. Determine the required bottom bars in the interior span in beam B1. Use the ACI coefficients for analysis.
what is the design shear strength of the beam shown if f'c = 4000 psi and fs = 60000 psi? No shear reinforcing is provided.
Design the beam to resist the loads shown using WSD Method. Take fc = 9 MPa, fs = 124 MPa, n= 11, bar diameter = 20 mm. Take b = d/2
Determine the required number of 20mm diameter steel bar for the beam having a dimension of 250mm 500mm to carry an ultimate moment of 125 kN.m. Draw the cross-section of the beam showing the arrangement of the reinforcing steel bars. Concrete cover = 40mm 10mm diameter Stirrups fy = 345MPa fé = 21 MPa main reinforcement shear reinforcement
A composite beam is fabricated by bolting two 3.6-in.-wide by 13-in.-deep timber planks to the sides of a 0.5-in. by 13-in. steel plate. The moduli of elasticity of the timber and the steel are 1700 ksi and 29000 ksi, respectively. The simply supported beam spans a distance of 25 ft and carries two concentrated loads P, which are applied as shown. Assume LAB = LCD = 7 ft, LBc = 11 ft, b = 3.6 in., d = 13 in. and t = 0.5 in. (a) Determine the maximum bending stresses o,,o, produced in the timber planks and the steel plate if P = 3.7 kips. (b) Assume that the allowable bending stresses of the timber and the steel are 1010 psi and 26800 psi, respectively. Determine the largest acceptable magnitude for concentrated loads P. (You may neglect the weight of the beam in your calculations.) Answers: LAB (a) o, = (b) P = i i B LBC b F لالها b Cross section C kips. d ksi, o, = LCD D ksi.
Estimate the loads applied on the Beam 1, including the load transferred from Slabs 1 and 2 (self-weight of slabs), the self-weight of Beam 1 and the water tank load. Note that the water tank load may be idealised as a point load. Please also note that there are also other types of loads, which should be considered for practical design, but for simplicity they are not considered here.
A 75 mm x 150 mm beam carries a central load P over a 1.2 m span. Square notches 25 mm deep are provided at the bottom of thebeam at the supports. Calculate the load P based on shear alone. Allowable shear parallel to grain= 1.40 MPaAllowable shear normal to grain= 1.85 MPa
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Design a monolithic concrete slab indicated below. The floor slab is to carry a service live load of 2.7KPa uniformly distributed over its surface and service dead load of (floor finish = 5 KPa). Use f'c = 21MPA, fy= 276MPa, Unit weight of concrete = 24KN/m^3. Design only details of slab along long span. 4m This slab 6m
I am trying to figure out which equations were used to solve this problem.

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