Solve ALL FORCES and DRAW THE SHEAR FORCE (V-D) AND BENDING MOMENT (M-D) COMPLETELY of the following beam COMPUTE THE MAXIMUM HORIZONTAL SHEARING STRESS AT THEJUNCTION OF THE WEB AND THE FLANGE. COMPUTE THE MAXIMUM BENDINS STRESS - The beam shown below is composed of three 40 mm x 120 mm fastened together to form an l-beam. 5 kN/m 5 kN/m 4.5 m 4.5 m- Please compute MANUALLY for verification of my answer. Thanks!

Solve ALL FORCES and DRAW THE SHEAR FORCE (V-D) AND BENDING MOMENT (M-D) COMPLETELY of the following beam COMPUTE THE MAXIMUM HORIZONTAL SHEARING STRESS AT THEJUNCTION OF THE WEB AND THE FLANGE. COMPUTE THE MAXIMUM BENDINS STRESS - The beam shown below is composed of three 40 mm x 120 mm fastened together to form an l-beam. 5 kN/m 5 kN/m 4.5 m 4.5 m- Please compute MANUALLY for verification of my answer. Thanks!

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: Determine the maximum load P that can be applied to the beam if the bearing plates A' and B' have…

A: Given: Required : Maximum value of P

Q: The shaft shown is supported by at A and at C. If the material has an allowable bending stress of 24…

A: The bending equation is as follows, σy = MIWhere,σ = Bending stressy = Distance between neutral axis…

Q: The cast iron inverted T-section supports two concentrated loads of magnitude P as shown. Determine…

Q: *8-72. The hook is subjected to the force of 80 lb. Determine the state of stress at point A at…

A: Given :

Q: For the truss shown, assume a cross sectional area of each member is 3.2 in? a. Calculate the stress…

Q: 2) The strain in the x direction at point A on the A-36 structural-steel beam (E = 29,000 ksi,…

A: Given data : E = 29000 ksi and v = 0.318 Determine : 1 ) The applied load P ? 2 ) The shear strain…

Q: 1. (a) Determine the maximum magnitude of the bending moment M that can be applied to the box-beam…

Q: Solve the following problem and show your complete solutions. Explain your answer for better…

A: Given Load 2.7, 4.5 and 1.8 kNSpan 12 mTo find out Member forces

Q: n, solve the absolute maximum shear stress.

A: CALCULATIONS OF ABSOLUTE MAXIMUM SHEAR STRESS###

Q: 1-50. The plastic block is subjected to an axial compressive force of 600 N. Assuming that the caps…

A: Given data:- the given compressive force is, 600 N

Q: 6-121 A wood beam is reinforced with steel straps at its top and bottom as shown. Determine the…

A: Step 1: Calculate the Moment of Inertia (I) for the Wood Component using the formula: I=12bh3 Step…

Q: FOR THE TRUSS SHOW BELOW, SOLVE FOR THE STRESSES (ORANGE) IF ALL MEMBERS 750 mm^

Q: Calculate the maximum tensile and compressive stresses in the section of BC of the beam. A 0.5 in…

A: Determine the maximum tensile and compressive stress in the section BC.

Q: 5. Find the maximum bending stress. 6 kN A 1.0 m 1.2 m

A: calculate centroid for given figure…

Q: P6-5. Sketch the bending stress distribution over each cross section. (a) M P6-5 (b)

A: Two members cross section are shown in the above figure. We have to draw bending stress distribution…

Q: 1. For the W 21x 62 steel beam below determine the actual value of om in the beam and the maximum…

A: A simply supported beam at B and C, of length 30ft between B and C, with overhanging portion AB and…

Concept explainers

Loads and Reactive Forces

Loads are the external influences that a beam experiences under its working conditions. For instance, a beam may be subjected to shear loads, twisting loads, bending moment, and axial loads during its working conditions. Engineers primarily deal with beams and trusses in the civil engineering domain. Due to the influence of loads, it is very crucial to determine the induced stresses and deformation values. These values give an insight into the critical area of the beam that needs to be worked upon to make it fail-safe.

Question

100%

Solve ALL FORCES and DRAW THE SHEAR FORCE (V-D) AND BENDING MOMENT (M-D) COMPLETELY of
the following beam
COMPUTE THE MAXIMUM HORIZONTAL SHEARING STRESS AT THEJUNCTIONOF THE WEBAND THE
FLANGE.
COMPUTE THE MAXIMUM BENDINS STRESS
- The beam shown below is composed of three 40 mm x 120 mm fastened together to form an l-beam.
5 kN/m
5 kN/m
4.5 m
4.5 m
Please compute MANUALLY for verification of my answer. Thanks!

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

VIEW

Step 2

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 timber frame or truss shown below supports a load P of 50 kN. Find (a) the normal stress in all the members, (b) the horizontal shearing stress at the notched ends of timber AC, and the bearing stress of C on plate D that measures 0.25 m x 0.25 m x 0.025 m. P = 50 KN B 0.17 m 30° 0.15 m 10 0.25 m 0.1 m につく 0.25 m
Which of the following is the nearest value for the force at member AC? a. 3.4 kN tension b. 3.4 kN compression c. 1.7kN compression d. 1.7kN tension
Q.3) A simply supported wide-flange (see figure below) beam of span length L carries a vertical concentrated load P acting through the centroid C at the midpoint of the span. The beam is attached to supports inclined at an angle a to the horizontal. Determine the orientation of the neutral axis and calculate the maximum stresses at the outside corners of the cross section (points A, B, D, and E) due to applied load P. Data for the beam are as follows: W 10 x 30 section, L = 8.5 ft., P = 5 kips, and a = 26.57 degrees. 2. E α
COMPLETE SOLUTION PLEASE
2. Determine the size of square bearing plates A and B' required to support the loading P = 15 kN. Dimension of plates to the nearest 1mm. The reactions at the supports are vertical and the allowable bearing stress for the plates is a = 3 MPa. 20KNI 20KNI 20kNj 2 m 30kN 2m 2 m B B` 6 m
show complete solution
,,
The allowable shear stress is τallow=895 psi�allow=895 psi. The supports at A� and B� are smooth
2. Determine the size of square bearing plates A' and B' required to support the loading P = 15 kN. Dimension of plates to the nearest 1mm. The reactions at the supports are vertical and the allowable bearing stress for the plates is o = 3 MPa. 20KNI A 20KNI 2 m 30KNI 20KNI 177 2 m 2 m A B B` 6 m
anwser 2nd part
The shown L-shape cantilver is loaded as shown and fixed at A. It has a constant section of 40 mm X 20 mm. For point I located at 50 mm from support A, at the midheight of the section, determine the principal stresses, the principal planes and the maximum shear stress. y 50 mm 150 mm 40 mm 0.5 kN H- I 20 mm 3 kN 160 mm 2.5 kN
A simple pin-connected truss is loaded and supported as shown. The truss is constructed from three aluminum members, each having a cross-sectional area of A=1480 mm². Assume a-1.5 m, b-6.5 m, and c-3.8 m. If P-55 kN and Q-90 kN, determine the normal stress in each member. L. Answers: JAB" OBC= MPa (C) MPa (T)