What is the actual bending stress of the beam in MPa? (use two decimal places, no need for unit) A simply supported 4-m long beam is made up of 80% grade Malugai. The beam is carrying a uniform load of 11 KN/m all throughout its length and a concentrated load of 600 N at the midspan. The cross-sectional area of the beam is indicated below.190 mm50 mm180 mm150 mm40 mm190 mm

Find reactions :∑ MB=0RA(4)-11(4)(2)-0.6(2)=0RA=22.3KNRB=22.3KNMAX MOMENT WILL BE UNDER THE POINT…

Answered: entrated load of 600 N at the midspan.…

Engineering

Civil Engineering

entrated load of 600 N at the midspan. The cross-sectional area of the beam is indicated below. 190 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 state of stress at a point in a member is shown in A 0x' = 60° σ y B on the element. Assume ox…

Q: The beam AEFGB is subjected to the distributed loads, moments and point loads shown. Determine:…

Q: Hand

Q: |P D E A В -L/2 L/4→L/4→ |

A: let,RA=vertical reaction at support ARB=vertical reaction at support Busing equilibrium…

Q: steel beam of I cross-section is simply supported on a span of 4m. Find the safe uniformly…

A: The given figure is shown below:

Q: From the given figure below, determine the maximum flexural stress of the beam if it has a cross…

A: Determine the maximum flexural stress of the beam?

Q: DETERMINE THE STRESS IN EACH MEMBER OF TRUSS LOADED AND SUPPORTED AS SHOWN. RAV SOON a 300N 6 3 300…

Q: The cantilevered W530 x 150 beam shown is subjected to a 8.5-kN force F applied by means of a welded…

A: F=8.5kN To find equivalent couple force system at point O

Q: For the plate shown, the distance d required to eliminate the flexural .effect at section a - a is…

A: True

Q: M 5' A L 4' B L -6 panels at 3' K L с J D L L I E H L F L G

A: The given truss is statically determinate truss and can be analyzed using the equations of…

Q: Determine: a. Cross-sectional area of the members b. Internal load in member AB, and indicate if…

Q: Where is/are the location(s) of the maximum compressive flexural stress? A simple I-beam is loaded…

A: A loaded beam is given and it has been asked to determine location of maximum flexural compressive…

Q: l = 20'0" w = 2 kips / ft Beam: W21 x 50 FIND: - Maximum Shear - Maximum Moment - Maximum…

Q: moment diagram). 2.5 lb/ft 0.617 in. 2- C 2.269 in. 6.0 ft-

Q: "D.77. Compute the ultimate strength capacity of the positive moment beam design below. f'c= 21 MPa,…

Q: A W18 x 40 standard steel shape is used to support the loads shown on the beam. Assume P = 29 kips,…

A: Answer We know that maximum bending stress occur in a beam at extreme fibres and it can be…

Q: Determine the forces in each member of the truss. Start to solve from Joint H and also from Joint D…

A: The given truss is shown below.

Q: Determine the design moment strength of the T-beam. Use fr=20.7 MPa and fy=414 Mpa.

A: Answer we are given f'c = 20.7 Mpa fy = 414 Mpa As = 2-25 mm As = 2 * π4*252 As = 981.75 mm2…

Q: The cross-sectison of a simply supported plate girder is shown in figure. The loading on the grider…

Q: 01. Consider the beam cross section shown below: = 3 in? = 60 ksi = 3 ksi = 7.5V(Sc) = 7.5v(3000…

A: As the beam specifications are given: As=3 in2 fy=60 ksi fr= 7.53000 psi=0.41 ksi Es=29000 ksi…

Q: A pipe column is braced to prevent bending and buckling. It is subjected to a compressive load of…

Q: Determine the design strength of the beam shown. Assume fy=345MPa and fc'=21MPa. 3-22 mm 375 mm 375…

A: We have to determine the value of design strength of the beam shown as per the given data in the…

Q: #1. DETERMINE THE OF THE TRUSS UCE HORIZONTAL BY 10,000 kri A = Gin ² L₁ = 4FT L₂= JFT L3 = 12 FT P…

Q: Wo Q3. Prove that the stress of beam under bending moment is My I /2 /2

A: Consider a beam of length "l", bent in the form of a circular arc as shown in the figure. Consider…

Q: ... mm from the Top Fibres of the Beam Cross-section? Location of Centroid or Neutral Axis is. 200…

A: The beam is rectangular and symmetrical. Hence, centroid will be at the center of both the…

Q: N A F q C B D X 2a a a The figure above shows a static indeterminate beam ABCD. The beam has a fixed…

A: a = (40+40)/50 = 1.6m q = (40+25)/20 = 3.25KN/m

Q: The bent bar structure ACDE is supported by ball-and-socket joint at A and E, and by the wire DF.…

A: Given:- A ball-socket-joint is provided at point A The magnitude of the load (P) = 640 N The…

Q: Situation A. The beam is loaded as shown 500 N 800 N 1.0m

A: As there are two different questions (methods) are posted, according to the guidelines, only the…

Q: 1500 lb 4500 b A 2.5 m. E NA- ID 1- 96 in. 8 ia

Q: For the cantilever beam and loading shown, determine Part 1 (a) the equation of the elastic curve…

A: Given that :

Q: Find the deflection at mid-span of the beam shown. 2kN/m 6m 6m

A: Draw the figure.

Q: Determine the maximum shear stress acting at section a-a of the beam below. 20 mm 4 kN 8 kN 70 mm…

Q: Find the moment of resistance of the section. The permissible stresses are 10 N/mm2 in tension and…

A: The values and diagram given in the question are as follows: The permissible stress in…

Q: For the truss structure in figure 6, draw the appropriate primary structure under unit loads of…

A: Data Given: Asked: Draw primary structure under unit loads of redundant

Concept explainers

Planar Stresses

Question

What is the actual bending stress of the beam in MPa? (use two decimal places, no need for unit)

A simply supported 4-m long beam is made up of 80% grade Malugai. The beam is carrying a uniform load of 11 KN/m all through
out its length and a concentrated load of 600 N at the midspan. The cross-sectional area of the beam is indicated below.
190 mm
50 mm
180 mm
150 mm
40 mm
190 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 3

VIEW

Step by step

Solved in 3 steps with 3 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

Civil engg qus
The singular force F will be applied to the kin with a hollow rectangular cross section. Accordingly, the location and value of the minimum normal stress that will occur in the whole beam is given correctly in the following? F-800 N. L1 - 4m, 12 - 1m, h1-48mm, h2 -72mm, b1-10mm, b2-20mm
Based on the bridge truss show below determine the force acting at members DF, GI, and LM using method of section.
A beam shown below has a T-shaped cross section. Determine the location of maximum compressive stress from left support of the beam. I = 87-49 in 4 400 16/ft 16001b 160016 I↓↓↓I LOFT #. £7 32000 lbft 2.914 in 5.886 in B -NA 34/00/6 4FT 10° 100016 -240016 1000lb dc -4000 16 ff V M
For the given loaded truss, the allowable tensile stress in any member is up to 800 MPa while the allowable compressive stress is up to 650 MPa. The reduced stress in compression is specified to reduce the danger of buckling. Determine the minimum cross-sectional area of member CE. Solve with complete solution and proper FBD.
35. For the beam loading of Figure P3-34, design the beam choosing a commercially available shape in standard SI units from Appendix 15 with the smallest cross-sectional area that will limit the bending stress to 100 MPa. R₂ 800 N -0.81 400 N 600 N --0.3 m--03 m--04m- B C |9.3m-22- 200 N
13 3. The cantilever beam has a T cross section and carries a vertical load at its free end as shown in the figure. At section s-s, find the (a) maximum tensile and compressive stress and (b) maximum shear stress. 2 kips S-S 14" 4 in + 43 + b-b 5 in 2 in 17" 5 in
Solve carefully