An extruded aluminum beam has the cross section shown, The vertical shear in the beam is 145 kN. Assuming a-85 mm, b-87 mm, c=7 mm and d=15 mm, determine the shear stress at (a) a and at (b) b b a. a/2 |x10-6 (m4) The centroidal moment of inertia is given as

An extruded aluminum beam has the cross section shown, The vertical shear in the beam is 145 kN. Assuming a-85 mm, b-87 mm, c=7 mm and d=15 mm, determine the shear stress at (a) a and at (b) b b a. a/2 |x10-6 (m4) The centroidal moment of inertia is given as

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: 250mm P 50mm 250mm B 50mm 2 m 2 m 50mm 400 mm

Q: Two thin-walled tubular members made of the same material have the same length, same wall thickness…

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

Q: Consider the nonprismatic cantilever beam of circular cross section shown. The beam has an internal…

Q: The cantilever beam, whose loading condition and cross-section is given in the figure, is ideal…

Q: 400 Material A 300 Material B 200 Material A 100 0.002 0.004 0.006

A: Solution: B) Given Data: Tensile load=88 kNElastic modulus of material A=150 GPaElastic modulus of…

Q: The cross section of a beam shown carries a moment of -50 kN-m. Determine the following: (a) The…

A: First of all we have to find the neutral axis (N.A) of the given section. Then we have to find the…

Q: Consider an elastic straight beam of length L = 10r m, with square cross-section of side a = 5 mm,…

A: Given data, L = 10π Side(a) = 5 mm y = 5/2 = 2.5mm= 2.5×10^-3 m E = 200 GPa = 200×10³mpa Maximum…

Q: Consider the nonprismatic cantilever beam of circular cross section shown. The beam has an internal…

Q: E, 45° 45°

A: Calculate the strain in x-direction:…

Q: A bar made from aluminum (E = 72 GPa) has a diameter of 12 mm. When the bar is subjected to a…

Q: A thin polymer plate PQR is deformed such that corner Q is displaced downward 0.0525-in. to new…

A: Given data a = 9 in. , b = 1 in., c = 3 in., and Δ= 0.0525 in.

Q: Current Attempt in Progress When an axial load is applied to the ends of the bar shown in the…

A: Express the given information in the form of equations. Then using definition of strain the value of…

Q: A flat steel bar, 27 mm wide by 2 mm thick and 1.6 m long, is bent by couples applied at the ends so…

Q: The bronze bar 5 m long with a cross sectional area of 425 mm² is placed between two rigid walls as…

A: Given, Length of the bronze bar, L= 5m Area, A= 425 mm2 Gap at temperature of -20°C, ∆= 3.8mm…

Q: A beam under load experiences sagging with a maximum bending moment of 24 x 106 Nm. The beam has a…

A: Calculate the maximum tensile stress and the maximum compressive stress for this beam.

Q: A couple, M, of 6 kNm is applied to the beam shown, causing it to bend in the horizontal plane. The…

A: Determine the values of the maximum tensile and compressive stress in the beam. Also, calculate the…

Q: A flexible connectoin consisting of rubber pads (thickness t = 9 mm) bonded to steel plates is shown…

Q: 10. A steel bar of (E) modules of elasticity, is subjected to various end conditions shown in…

A: Schematic diagram of the given problem: Calculate the area at ordinate B: AB=2A+3A-2A5LL=2.2A

Q: 150 mm с |B 6 mm 100 mm- i The beam has simple supports and an overhang and is subjected to a point…

Q: A symmetrical beam of length 300 mm is loaded with a force of 414 N downwards (positive z) and has…

A: Given: Length, L = 300 mm Force, F = 414 N Modulus of Elasticity, E = 2 x 105 N/mm2 Moment of…

Q: Q.2) A rigid bar ACD is supported by two circular steel (E= 30x10° psi) rods DE and a pin support at…

A: Draw free body diagram From deflected shape δAB8=δP4=δDE6=tanθ Consider the moment equilibrium…

Q: A simple pin-connected truss is loaded and supported as shown. The load P is 160 kN. All members of…

A: Solution: Given: Load, P = 160 kN outside diameter = 130 mm Wall Thickness = 9 mm

Q: ) The stresses shown act at a point in a structural member. By equilibrium method, determine the…

Q: mm 0OST 150 mm 700 mm 80 mm

A: Given, b=1500 mm Web width bw=280 mm h=700 mm Flange thickness tf=150 mm fc'= 42 MPan=7.85 fy = 380…

Q: What is the shearing stress developed at the neutral axis of the beam with a circular cross section…

A: As per guidelines we are supposed to answer only one question. Kindly repost other questions as a…

Q: A circular steel tube of length L = 1.5 m is loaded in torsion by torques T (see figure). (a) If the…

A: INTRODUCTION: This is the case of circular section for twist to be applied which causes the shear…

Q: The cantilever beam, whose loading condition and cross-section are given in the figure, is ideal…

Q: The material is machine steel that has a yield stress of oy = 750 MPa. P₁ = 170 MPa and P₂ = 400…

A: Given:Required:Factor of safety as per maximum distortion energy theory

Q: an outside diameter of 600 mm has a wall thickness of 8 mm. The tank is used sure of 2.2 MPa. rmine…

Q: Question #2. The rectangular plate is subjected to the deformation shown by the dashed line.…

A: The problem asks to determine the average shear strain γxy\gamma_{xy}γxy in the rectangular plate,…

Q: Part 2 * Your answer is incorrect. The z-component of momemt M will cause compression at A and B,…

Q: The cantilever beam, whose loading condition and cross-section are given in the figure, is ideal…

A: Longitudinal section of beam: Beam Cross Section Stress-Strain Diagram

Q: A beam with the cross section is bent about vertical axis. Assume that the yield stress, oy is…

Q: The cross section of the AB part of the welded pipe part given in the figure is a hollow pipe and…

A: Given: The inner diameter of the pipe AB is 20 mm. The outer diameter of the pipe AB is 28 mm. The…

Q: 9. The initially square element of a material is deformed as shown. Determine the shear strain of…

Question

An extruded aluminum beam has the cross section shown. The vertical shear in the beam is 145 kN.
Assuming a=85 mm, b-87 mm, c=7 mm and d=15 mm, determine the shear stress at
(a) a and at (b) b
a
a/2
-b-
The centroidal moment of inertia is given as
]x10-6 (m4)

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

Step 2

Step 3

Step 4

Trending now

This is a popular solution!

Step by step

Solved in 4 steps with 1 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

Follow-up questions. Rate will be given! c. Calculate the maximum tensile stress in ksi. d. Calculate the angle that the neutral ads makes with the z axis in degrees.
4- The stress tensor at a point under the working load condition is given. The yield stress of the material in uniaxial tension test is Fy (MPa). Based on the von Mises criterion, calculate the factor of safety of the stress state against failure if all stresses are increased proportionally to reach the yield surface. Fy (MPa) 25 50 0 σ= 50 100 0 MPa 0 0 280 -50
The AC beam given in the figure is subjected to a vertical force of 3 kN. Pull on AB bar the distance x required for the stress to be equal to the compressive stress occurring in the support C calculate. The cross-sectional area of the AB rod is 400 mm2 and the area of the support surface C is 650 mm2.
Mechanics of deformable bodies -solve with complete solution
A thin polymer plate PQR is deformed such that corner Q is displaced downward 0.0625-in. to new position Q' as shown in the figure. Determine the shear strain at Q'associated with the two edges (PQ and QR). Assume a = 4 in., b = 1 in., c = 2 in., and A = 0.0625 in. a R A Q' Answer:Y = i prad
222. two decimal places
1
When an axial load is applied to the ends of the bar shown in the figure, the total elongation of the bar between joints A and C is 0.18 in. In segment (2), the normal strain is measured as 1,650 pin/in. Assume L₁ - 34 in. and L₂-83 in. Determine (a) the elongation of segment (2). (b) the normal strain in segment (1) of the bar. (1) Answers: (a) in.& (b) = 4 i B (2) 4₂ in, pin/in.
13