Two wooden planks 60 mm x 160 mm each are connected together to form a cross section of a beam as shown. If a bending moment of 3500 N m is applied about the horizontal axis, find the stresses at the extreme fibre of the cross-section 160 mm 60 mm 160 mm

Two wooden planks 60 mm x 160 mm each are connected together to form a cross section of a beam as shown. If a bending moment of 3500 N m is applied about the horizontal axis, find the stresses at the extreme fibre of the cross-section 160 mm 60 mm 160 mm

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: The uniform beam of weight W is to be supported by the two rods, the lower ends of which were…

Q: C. A steel column with an outer diameter of 50 mm and an inner diameter of 40 mm surrounds a solid…

Q: d:3m b=2.5M C:2.5M *Analyze the structure under given loading. P-10 KN "Design members…

A: given truss is having 2 unknowns and 2 equilibrium equations so it is determinate

Q: Activity A B C D E F G H 1 J K Depends on Completion of Activity A B с B D and G B I and F

A: The activity on arrow (AoA) technique is a project management tool for mapping and scheduling…

Q: The cantilever T-beam is loaded as shown in the figure. 80 mm 40 kN/m NA 120 mm 20 m INa = 30x106 mm…

Q: The The nut on a bolt is tightened by applying a force of P = 50 lb to the end of a wrench at a…

A: Given Diameter of bolt , d = 0.375 in Force, P = 50 lb Distance, a = 4 in Required Maximum…

Q: The members of the truss shown below have a cross-sectional area of 10,000 mm2. Determine the…

Q: 3m В G P E 3m C D

Q: What is the stress at the section x - x. for the bar ABCD with uniform cross-section 1000 mm²? с A…

Q: Compute the total elongation caused tapering from a width of 120mm to 4 What load P which cause a…

Q: 4 kN 50 mm 500 mm 4 kN 15 mm

Q: A laminated plastic beam of square cross section is built up by gluing together three strips, each…

Q: The torsional assembly shown in figure below consists of a solid bronze (GB = 45 GPa) shaft C and a…

A: It is asked to find shear stress in Aluminium, Bronze and Steel.

Q: 5. Each member of the 2014-T6 aluminum truss below has a cross-sectional area of 1.5 in'. P = 200…

A: Given Data -

Q: Determine the stress in rod if tensile force applied of 35 N having cross sectional area of 50 mm2

A: Given Tensile force F= 35 N Crossectional area A= 50 mm2

Q: The truss is loaded by concentrated forces as shown in the figure. Use E = 30 x 106 psi and A = 0.90…

A: To find deformation in member CG and FG

Q: Problem (1) Three steel rods (E = 200 GPa) supports a 50 kN load P. Each of the rods AB and CD has a…

Q: A steel bar of 20 mm × 20 mm square cross-section is subjected to an axial compressive load of 200…

Q: The stiffness coefficient k71 for the beam shown below is 사 A B Hinge 1m 1 m

A: For given arrangement, To find the stiffness coefficient K11

Q: 9. Determine the cracking moment for the beam section shown. The bars are each 32mm in diameter. Use…

A: fc = 21 MPa

Q: 5-meter steel beam is to be loaded axially by a force P. If the axial deformation on the beam should…

A: Length of Beam = 5000 mm Beam Size = 30mm x 120mm Area of Beam Crosssection = 3600mm2 Elastic…

Q: 1.4 Axial loads are applied to the compound rod that is composed of an aluminum segment rigidly…

Q: Asmall aluminum alloy [E = 74 GPa] tee shape is used as a simply supported beam as shown. For this…

Q: A steel cantilever beam is made of two st as shown in the Figure 2 below. Determin can carry. The…

Q: For the beam loading and geometry shown, determine the following: a. Cracking moment; f = 21 MPa b.…

A: Answer (a) Calculation of cracking Moment We know that cracking Moment is given by Mcr = fr*Iyt fr…

Q: The members of the truss shown below have a cross-sectional area of 10,000 mm2. Determine the…

Q: What is the maximum allowable force P in lbs?

Q: If the steel has a stress of A100 = 100 ksi, what is the gross area of the steel required to design…

Q: The 1154-kg uniform bar AB is suspended from two cables AC and BD each with cross-sectional area 424…

A: Given,The cross-sectional area for AC and BD is,A=424 mm2The stress in cable AC is,σAC = 148 MPaThe…

Q: The nut on a bolt is tightened by applying a force of P = 50 lb to the end of a wrench at a distance…

Q: Using an Permissible stress of 155 MPa, determine the maximum bending moment M that can be applied…

A: Given, An, I section beam, Allowable stress, σ = 155mpa Find out:- maximum bending moment,

Q: 2)For the supporting frame shown below: a) Determine the internal forces acting at section a-a. b)…

A: a)The internal forces acting at A: Mx=Fx*0.15=2.5 Cosθ*0.15 Mx=2.5*(4/5)*0.15 Mx=0.3 KN-m…

Q: the bars and truss have a cross section of 250mm^2. If thr maximum average axial stress in any bar…

A: Given :

Q: e bolt. The body of the bolt has an outside diameter of d = 0.425 in. What is the maximum…

A: using torsion equation:TJ=ζmaxRT=torsion=Pa=J=polar MOI=π32d4R=radius=d2

Q: A steel shaft with a constant diameter of 50 mm is loaded as shown by applied torque. Use G=83 GPa.…

Q: Find the resultant force

Q: A tapered bar with varying diameter 1.5 d to d is subjected to tensile force of magnitude 1000 N.…

Question

Two wooden planks 60 mm x 160 mm each are connected together to form a cross
section of a beam as shown. If a bending moment of 3500 N m is applied about the
horizontal axis, find the stresses at the extreme fibre of the cross-section
T:
160 mm
60 mm
160 mm

Expert Solution

This question has been solved!

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

SEE SOLUTION Check out a sample Q&A here

Step 1

VIEW

Step 2

VIEW

Step by step

Solved in 2 steps with 4 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

At a temperature of 34°F, a 0.06 in. gap exists between the ends of the two bars shown. Bar (1) is an aluminum alloy [a = 12.5 x 10-6/°F] and bar (2) is stainless steel [a = 7.3 x 10-6/°F]. The supports at A and C are rigid. Determine the lowest temperature at which the two bars contact each other. (1) 33m B (2) Answer: Final temperature = 55 in. -0.06. gap °F.
Problem 3 For the compound beam shown in Figure 4, determine the reaction forces, calculate the stress in each member, and determine the deformation in each beam using the Direct Stiffness Method. 3 ft 2 ft 2 ft y 500 lb 300 ft-lb 1= 0.948 in ¹ E = 30 106 psi I = 0.198 in ¹ E = 30-106 psi
0.1 m Q4) Determine the maximum tensile and compressive bending stress in the beam shown in Figure (4), if it is subjected to a positive moment of M=20 kN.m 0.3 m N- 0.1 m Figure (4) -0.2 m- (1
Q3
For the plane truss shown below loaded with a 200 kN force, determine the amount of deformation in membes (AB) & (AD) if their cross- sectional areas are known to be AB= 2500 mm² & AAD = 2000 mm² (assume E 200 GPa) 4 m B D 200 KN 2.5 m
A steel cantilever beam 6 m in length is subjected to a concentrated load of 120 N acting at the free end of the bar. The cross section of the beam is shown below. deep. Determine the magnitude and location of the maximum tensile and compressive bending stresses in the beam. As usual, neglect the weight of the beam. 4mm 120 N 1mm 1mm 6mm 6m 1mm 4mm
At a temperature of 34°F, a 0.06 in. gap exists between the ends of the two bars shown. Bar (1) is an aluminum alloy [a = 12.5 x 10-6/°F] and bar (2) is stainless steel [a = 7.3 x 10-6/°F]. The supports at A and C are rigid. Determine the lowest temperature at which the two bars contact each other. (1) 33m B (2) Answer: Final temperature = 55 in. -0.06. gap °F.
Glu-laminated beams are used to support the roof and pulley load at a warehouse. Beams span 24 feet plus an eight foot overhang over the loading area. Determine the bending stress adequacy of the beam.