An overhanged beam ABC subjected uniform load of intensity q = 3.2 kN/m for the cross section (channel section) t = 12 mm, b = 300 mm, h = 80 mm. Determine the maximum tensile and compressive stresses in the beam. q = 3.2 kN/m b= 300 mm o r-12 mm B 80 mm I12 mm -3.0 m- 1.5 m

An overhanged beam ABC subjected uniform load of intensity q = 3.2 kN/m for the cross section (channel section) t = 12 mm, b = 300 mm, h = 80 mm. Determine the maximum tensile and compressive stresses in the beam. q = 3.2 kN/m b= 300 mm o r-12 mm B 80 mm I12 mm -3.0 m- 1.5 m

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: L. 125 МPа 62.5 MPa- 62.5 MPa 125 MPa

Q: Problem 6.87 The journal bearings at A and B only support vertical forces. The allowable bending…

Q: Problem: Determine the maximum shearing stress developed in each material. Also, determine the…

Q: 1. The assembly consists of three disks A, B and C that are used to support the load of 140 kN. If…

Q: For the below shaft, knowing that T= 36 kip.in, The modulus of rigidity for the Steel and the…

A: It is parallel combination of shaft, so there is no relative motion between them. Angle of twist in…

Q: Determine the absolute maximum shear stress for each of the following plane stress states for which…

Q: A cantilever beam of length 1m carries a point load of 1900N at the free end. The cross-section of…

A: Given data:- length of cantilever beam, L=1 m Point load, P=1900 N Dimension of cross-section of…

Q: 4. (a) A cantilever AB of length Im carries a uniformly distributed load, w N/m from the fixed end A…

A: Above given data we have to find total permissible load w

Q: 6. W = 50 kN/m 100 mm 100mm W = 40 kN/m 150 mm fc = 40 MPa 8 m 2- 20mm Ø ww oz ww 08

A: Unlike prestressed concrete, post-tensioned concrete has tendons which are tensioned after the…

Q: Determine maximum principal stress

A: Given data : Normal stress in X direction σX=-320 MPa Normal stress in Y direction σY=240 MPa Shear…

Q: For the cantilever shown below, Find, a) Maximum shear stress acting at section a-a. Compare in…

A: Given:Required :Maximum shear stress at section a-a Shear stress at point B at section a-a

Q: A builtup steel beam comprise of two flange plates 250 mm wide × 10 mm thick and web plate 330 mm…

Q: The solid aluminum shaft has a diameter of 50 mm and an allowable shear stress of Tallow - 6 MPa.…

A: Given data, Radius of shaft (r) = 25 mm Allowable shear stress = 6 MPa

Q: What area of reinforcing steel is required

Q: Shear Stress W= 1o EN/m 6. 5m T ? 2. Ta

Q: Q5) If the case of stress is maximum shear stresses, then the normal stresses (ox and oy) are ......…

Q: Q3: The solid shaft is made of material that has an allowable shear stress of t lowable 60 MPa.…

A: given above figure with allowable shear stress = 60Mpa

Q: Beam AZ. 2 in wide by 4 in high, is subjected to a loading condition as shown. Determine (a) the…

A: Support reactions of Beam BY will be acting as point loads on Beam AZ. Hence, Reaction of Beam BY…

Q: The solid aluminum shaft has a diameter of 50 mm and an allowable shear stress of Tallow =60 MPa.…

Q: Find maximum principal stress

A: Given data : The value of normal stress in X direction σX=-30 MPa The value of normal stress in Y…

Q: is 35ksl. If Its aross-section is rectangular, determine its required thickness.

A: Take moment about A :∑ MA=0FBCsin608ft-2882=0FBC=8sin60FBC=9.2376kips

Q: As a result of the loading condition given in the I-section fixed beam shown in the figure; a) Find…

A: The given figure is shown below:

Q: A beam with 200 mm x 300 mm rectangular cross section supports loads PB = 15 kN and Pc = 25 kN, as…

Q: 2. What is the maximum bending moment that can be applied to the section without causing tension at…

A: Given Effective stress=600MPa b=275mm d=550mm

Q: A rectangular cantiliver wooden beam is applied by point load of 400in at free end Determine cross…

A: Direct stress: Stresses that act normally in relation to the plane of the object are referred to as…

Q: Vhich of the following is the normal stress

Q: H.WOLA tvaingular beam B00mm wide by 30omm height is Pinned at A, SuPPorted by acable cD and Carries…

A: As per bartleby guidelines, only 1st question among multiple questions posted need to be solved.…

Q: SECTION: 500mm 20 KN 15 KN/m 1000 mm P: 800 KN e = 400 mm (A SSUME I5 % LOS SES) A. Determine the…

A: Given data P = 800KN e = 400mm Losses = 15 %

Q: Determine the absolute maximum shear stress for each of the following plane stress states for which…

Q: Determine maximum principal stress

A: Given data : The value of normal stress in X direction σX=150 MPa The value of normal stress in Y…

Q: Highway Loads: Uniform Load = 70 kN/m Concentrated Load = 120 kN Calculate for the maximum…

A: The uniform load is 70 kN/m. The concentrated load is 120 kN. Let’s apply a unit load at point D.…

Q: The overhang beam is subjected to the uniform distributed load having an intensity of w = 50 kN/m.…

A: Overhang beam loaded with uniformly distributed load of 50 kN/m

Q: A rectangular reinforced concrete beam with width of 350mm and effective depth of 600mm is subjected…

Q: A For the given loaded beam shown and its cross section: 25 kN • m B m Im C 10 kN/m 3 m D -2m- E…

A: A beam is given we need to find out the (a) The maximum tensile bending stress in the beam.(b) The…

Q: A structural steel beam has an unsymmetrical l-cross-section. The overall depth of the beam is 200…

A: Given- Stresses at top- σtop=120 N/mm2,σbottom=80 N/mm2,overall depth=200 mm,

Q: A force of 3000N is acting on the orange plank which is attached to the pin as shown in the figure.…

Q: The beam shown below has a cross section of channel shape with width b3200 mm and height h=80 mm,…

Q: Q3/ For the beam and loading shown, determine the maximum normal stress due to bending. 150 kN 150…

Q: HWAA traingular beam Beomm wide by 30omm height is Pinned at A, SuPPorted by a able CD ad Carries a…

Q: The crane hook carries a load of 24 kN and the section at P-Q is rectangular as shown in the figure.…

Q: 2. Determine the elevation of BM 100 from the given differential leveling notes below. Station BS HI…

Concept explainers

Pressure and Stress

Question

100%

Example 4
An overhanged beam ABC subjected
uniform load of intensity q = 3.2 kN/m for the
cross section (channel section) t = 12 mm, b
= 300 mm, h = 80 mm. Determine the
maximum tensile and compressive stresses
in the beam.
q = 3.2 kN/m
b = 300 mm
C
-12 mm
B
S0 mm
I 12 mm
- 3.0 m-
1.5 m-
32
Bending Stresses - DAT
December, 2014

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

Introduction

VIEW

Calculation

VIEW

Trending now

This is a popular solution!

Step by step

Solved in 2 steps

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

A beam shown below has a T-shaped cross section. Determine the maximum compressive stress of the beam. T I = 87-49 in 4 400 16/+ ↓ ↓ ↓ ↓ ↓ ↓ ↓ B TOFT 16001b 160016 4.17 1° 3200 lbft 2.914 in - 3400/6 5.886 in -NA 4FT 10° 100016 -240016 -4000 16 ff 1000lb dc V M
Determine the maximum tensile stress in the following beam:
Determine the maximum flexural stress in the beam loaded as shown below
Determine the principal stress in the beam at point A. 60 kN 50 mm 150 KN 150 mm mm -05m- -025m
Block ABCD accepts two centralized loads such as depicted. It is known that the cross-section of the block is rectangular with a width of 90 mm and a height of 150 mm. Determine the maximum normal stress and maximum shear stress in the beam A B C D. 35 kN 15 kN AC В D 2 m 3 m 2 m
1. A steel circular bar (the yield stress oy = 350 MPa) with diameter d = 60mm is acted upon by combined moments M and axial compressive loads P at its ends. Taking P = 500 kN, determine, based on the Von Mises criterion of yield failure, the largest allowable value of M. d M M P- P.
SECTION: 500mm 20 KN I5 KNIM 1000 mm 12 m Ps 800 KN e : 400 mm (ASSUME IS % LOS SES) A. Determine the stress at the bottom in the free end. (MPa) B. Determine the stress at the top in the fixed end. (MPa)
A solid 1.00 in. diameter shaft is subjected to a torque of T = 240 lb-ft and an axial load of P = 5000 lb. (a) Determine the principal stresses and the maximum shear stress at point H on the surface of the shaft. (b) Show the stresses of part (a) and their directions on an appropriate sketch. Answer: (a) Op1 = i Op2 = i Tmax in-plane A i H (1) 요. 요.. psi psi T B psi P X (b) Show the stresses of part (a) and their directions on an appropriate sketch.
Solve this question as soon as I upvote solution
Find maximum normal stress in given beam section a-a. 6 = A MPa 30 kN 50 kN 50 kN 30 kN 2 m i a 5 @ 0.8 m = 4 m W310 X 52 B H
Determine the maximum compressive stress in the beam which is subjected to the 20-kN/m uniformly distributed load over half of its length. A 20 kN/m 2 m 2 m B so 60° 180 mm 120 mm 160 mm 200 mn
Complete answer