EX. No.2: A beam with an inverted tee-shaped Cross SeciaCarries a uniform distributed load of 5 kN/m over asimplySuppprteed span of 12 m. The cross-Sectional dimensionsof the beam are Shown. Determine the maximum bendingStress set-up.lomm5 KN/m150mm15mm12m120mm

Given Data: The uniformly distributed load acting on the beam is w = 5 kN/m. The span of the beam…

EX. No.2: A beam with an inverted tee-Shaped Cross Sedio Carries a uni form distributeed load of 5 kN/m over asimply Supporteed span of 12 m. The cross-Sectional dimensions of the beam are Shown. petermine the maximum bending Stress set-up. lomm

EX. No.2: A beam with an inverted tee-Shaped Cross Sedio Carries a uni form distributeed load of 5 kN/m over asimply Supporteed span of 12 m. The cross-Sectional dimensions of the beam are Shown. petermine the maximum bending Stress set-up. lomm

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter5: Stresses In Beams (basic Topics)

Section: Chapter Questions

Problem 5.6.13P: A two-axle carriage that is part of an over head traveling crane in a testing laboratory moves...

See similar textbooks

Related questions

Q: Calculate the maximum def lection δmaxof a uniformly loaded simple beam if the spanlength L = 2.0 m,…

A: Given Load, q = 2 kN/m Length, L = 2 m E = 70 GPa Find Maximum deflection

Q: A simply supported beam AB has a length of 3 m and carries distributed load which varies in linear…

A: Given: The length of beam, L = 3 m The intensity of load at A, w1 = 1.5w The intensity of load at…

Q: A simply supported beam AB = 9 m has a hollow rectangular cross-section with 15 cm as width, 24 cm…

Q: A uniform live load of 250 lb/ft and a single concen- ive force of 1.5 k are to be placed on the…

Q: A beam of rectangular section of 12 cm × 20 cm is simply supported over a span of 12 m. It is acted…

A: Given data: - The width of the beam is b = 12 cm. The height of the beam is d = 20 cm. The load…

Q: A beam 8 m span is freely supported at its ends and a udl of 40 KN/m is spread over the whole span…

A: The schematic diagram of the beam is as follows: The free body diagram of the beam is as follows:

Q: A cantilever beam has a length L =12 ft anda rectangular cross section (b = 16 in., h = 24 in.).…

A: Calculate the moment of inertia of the beam. I=bh312 Here, I is the moment of inertia of the beam, b…

Q: Situation 1| Simply Supported Beam ABCDE below carries multiple loads as shown. A built-up section…

Q: * For the cantilever beam shown. find the value of compound Shear stress :at point D 4 KN 6 KN.m D.…

A: Answer: (a) The compound shear stress at point D is 31.3217 MPa. (b) The compound shear stress at…

Q: Draw shear force digam and bending moment digram for the following beam 300 N 500 N 800 N to to 0.5…

A: A cantilever support will exert horizontal component of reaction, vertical component of reaction and…

Q: Design the Beam AB Below by using Working Stress Method ; A 2.4 kN/m

A: Given:

Q: The simple beam shown supports the uniformly distributed load with intensity Wo = 300 N/m. The span…

Q: A beam of uniform rectangular cross-section is fixed at one end and carries an electric motor…

A: Given, Load on beam = W = 400 N Distance of load from support = L = 300 mm Maximum bending stress =…

Q: Calculate the maximum shear stress T and the max maximum bending stress o in a simply supported wood…

Q: whose centre lines are 10 m above A. The piles are spaced 1 m apart between centres and the depth of…

Q: A simply supported beam AB = 11 m has a hollow rectangular cross-section with 13 cm as width, 22 cm…

A: Given Data: Simply supported beam AB=11 m Hollow rectangular cross sectional with b=13 cm as…

Q: A simply supported wood beam with a span of L = 24 ft supports a uniformly distributed load of wo =…

A: Given: The length of the beam, L = 24 ft The intensity of load, wo = 350 lb/ft The maximum bending…

Q: A simply supported beam of span L carries a concentrated load W at its mid-span. The maximum bending…

Q: A simply supported beam of span 3.0 m has a cross-section 120 mm × 180 mm. If the permissible stress…

A: Free Body Diagram

Q: iv) Maximum Bending Moment (Please write the Maximum bending moment valve in "Nm") =

Q: Calculate the maximum bending stress for beam shown below, if P = 47 kN, d = 80 mm and b = 200 mm.

Q: Class A cantilever beam AB of circular cross section and length L=450 mm supports a load P-400 N…

Q: Compute the maximum bending moment, maxi- mum deflection and the maximum bending stress for a…

A: For a railroad rail subjected to a single wheel load of 100 kN, we must calculate the maximum…

Q: A beam simply supported at the ends of a 25-ft span carries a uniformly distributed load of 1000…

Q: A simply supported beam AB = 11 m has a hollow rectangular cross-section with 11 cm as width, 28 cm…

Q: A cantilever beam having a span L of 6.0 m carries a concentrated load P=71kN, at midspan, E =…

A: Given data as per question Concentrated applied load =71 KN Total length of the cantilever beam =6 m…

Q: (13) A beam is to be rectangular in section with depth twice the width. The distance between…

Q: Problem 4 For the beam shown below, find the value of EIY at 2m from R2. E= 18500MPA and; beam cross…

A: The question shows a simply supported beam with a uniformly distributed load for a portion.…

Q: QI: By working stress method calculate the maximum concentrated load (P) at free edge of the…

A: according to the given information, the values and solution is given below…

Q: The simple beam with overhang carries a uniform load, w (kN/m) and a force P (kN). (aj vetemine the…

A: Please refer to the detailed solution given below, Answers - Max Stress in tension = 52.43 MPa Max…

Q: * For the cantilever beam shown. find the value of Normal stress due to :axial load at point A F B D…

A: To find: The value of normal stress due to axial load at point A. Given: The axial load is FA=2 kN.…

Q: Q.5 For the cantilever beam shown below, calculate the maximum shear stress developed: P=150 kN B 5m…

A: Given: P=150 KN b=20 mm d=15 mm

Q: Draw the shear and moment diagram of the cantilever beam shown below. For this part, please show the…

A: Consider upward force & CW moment as (+)ve and downward force & CCW moment as (-)ve. Let…

Q: Maximum bending stress increases with the decrease in height for a rectangular cross-section beam.…

A: GIVEN DATA STATEMENT GIVEN - Maximum bending stress increases with the decrease in height for a…

Q: A pair of lock gates are strengthened by two girders AC and BC. If the load on each girder amounts…

A: Please find the answer below

Q: A simply supported beam AB has a length of 3 m and carries distributed load which varies in linear…

A: Simply supported beam Simply supported beam is the beam in which beam is simply supported at both…

Q: A beam of uniform rectangular cross-section is fixed at one end and carries an electric motor…

Q: A pair of lock gates are strengthened by two girders AC and BC. If the load on each. girder amounts…

A: In the above question it can be clearly seen that at the contact point of the two girders, there…

Q: For the beam shown below, draw bending stress distribution along the depth of beam at mid span…

A: To find the Bending stress distribution in the given beam:

Q: A simply supported beam AB = 11 m has a hollow rectangular cross-section with 18 cm as width, 27 cm…

Q: Select a W- shape beam limited to a maximum depth of 23.50 in for a span of 40 ft. A 50 ksi steel is…

A: Select ASTM992 W12Shape Fy=50 ksi,WD=0.45 k/ft,WL=0.75 k/ft, Wu=1.2+0.45+1.60×.75Wu=1.74 k/ft

Q: A small balcony constructed of wood issupported by three identical cantilever beams (seefigure).…

A: Given Length, L1 = 2.1 m L2 = 2.5 m Design load, w = 5.5 kPa Find Weight of the…

Q: A simply supported beam with a span of 10m has a uniformly distributed load of 35kN/m all throughout…

Q: A beam of size 150 mm wide, 250 mm deep carries a uniformly distributed load of w kN/m over entire…

A: For the given data and assuming it's a simply supported beam, it's configuration loading diagram…

Q: Problem 4 For the beam shown below, find the value of EIY at 2m from R2. E= 18500MPA and; beam cross…

A: Moment area method is easier method used to find slope and deflection. It is generally used in case…

Q: A timber dam is made of planking backed by vertical piles. The piles are built-in at the section A…

A: We have given

Q: Five planks (4@ 40 x 40 mm and 1@ 40 x 380 mm), are joined together to form the l-section shown.…

Q: Problem 4 For the beam shown below, find the value of EIY at 2m from R2. E= 18500MPa and; beam cross…

A: The area under the shear force diagram between two points on the beam gives the difference of the…

Q: 6.12 A uniform beam 4 m long is simply supported at its ends, where couples are applied, each 3 kN m…

A: Consider a beam having length 'L' is simply-supported at its ends and if a bending moment 'M' is…

Question

EX. No.2: A beam with an inverted tee-shaped Cross Secia
Carries a uniform distributed load of 5 kN/m over asimply
Suppprteed span of 12 m. The cross-Sectional dimensions
of the beam are Shown. Determine the maximum bending
Stress set-up.
lomm
5 KN/m
150mm
15mm
12m
120mm

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, mechanical-engineering and related others by exploring similar questions and additional content below.

Similar questions

1. For the given beam cross section and its properties shown; (a) determine the section modulus of the beam, (b) compute the maximum flexural stress at section B., and (c) compute the maximum flexural stress at section C. 5kN 5 KN•m D B 60mm 200mm Im 2m 2m INA = 40x10 6 4 mm
A simply supported beam is shown. The maximum bending moment is at B. Use the method of sections to determine the moment at B. Then determine the required section modulus needed for an allowable bending stress of 24 ksi. Verify that two L4x3 angles placed as shown will support the loading based on the angle thickness you select using Appendic C. Ans: Ms = 4350 Ib-ft %3D 2000 Ib 300 lb/ft 6 in, CTI 4 in. 3 ft 3 ft
Problem 1. Use the moment-area theorems and determine the slope at A and displacement at C. El is constant. Ignore the self-weight of the beam. 10 kN A 2 m 4m C Figure 1 4 m Problem 2. Solve Problem 1 using the conjugate-beam method. B
SEATWORK: SYMMETRIC CROSS SECTION A 3.6 m long overhang timber beam AC with a 2.4 m. span AB is to be designed to support the distributed and concentrated load shown. Show Shear and Moment Diagram of the beam using area method. a. Determine the maximunm moment of the beam. b. Determine the minimum required depth "d" of the beam if the allowable bending stress is 12 MPa. 90 mm 60 kN/m 20 kN 2.40 m 1.20 m This document is the property of PHINMA EDUCATION
Determine the maximum bending moment magnitude for the beam shown below. Use a = 16 ft, b = 6 ft, and w = 10 kips/ft. The reaction forces for this beam are Ay = 68.7 kips and By = 151.2 kips. B |C a b. Answer: Mmax = i kip-ft
Q8a. The beam section below is solid and homogenous and has the following dimensions: b1 = 65 mm (top flange width), b2 = 65 mm (bottom flange width) and b3 = 25 mm (web width). d1 = 175 mm (section depth), d2 = 25 mm (top flange depth) and d3= 30 mm (bottom flange depth). For the solid homogeneous beam section shown below, determine its centroid coordinate x relative to the origin (0, 0) of the x-y axes. Give your answer for x in millimetres (mm) to two decimal places. b1 ]]d2 b3 di [d3 b2 Answer:
An A-36 steel beam of following cross section is part of a bridge and it is subjected loading as shown. mmmmm 35 ft 250 lb/ft 10 in 35 ft 50 ft 25 in 600 lb/ft * Assume that the bridge has a self-weight of 250 lb/ft and due to the truck, the loading is now 600 lb/ft for the 50 feet section as shown in the picture above. Now if the maximum bending moment due to the truck is 865.625 kip-ft, that translates to a maximum bending stress as shown in the table below. 25 in 50 ft 35 ft Maximum Bending stress (kpsi) Cross-sectional shape Yield strength of steel Moment of inertia of beam A-36 9.97 kpsi Rectangular I-shaped Beam 36 kpsi 36 kpsi 21.633 kpsi The cross-sectional dimensions of both shapes are shown below. 250 lb/ft 10 in 35 ft (in) 13020 6290 Consider yourself as an engineer assigned to this bridge construction and discuss the suitable options for the optimal cross-section of the bridge. Note that from the data shown in the table, both rectangular and I-beam cross-sections have…
A rectangular beam 80 mm x 40 mm is 3m long and simply supported at the ends. It carries a load of 1 kN at the mid-span. Determine the maximum bending stress induced in the beam.
Q8b. The beam section below is solid and homogenous and has the following dimensions: b, = 65 mm (top flange width), b2 = 65 mm (bottom flange width) and bz = 25 mm (web width). d;=175 mm (section depth), d2=25 mm (top flange depth) and d3= 30 mm (bottom flange depth). For the solid homogeneous beam section shown below, determine its centroid coordinate y relative to the origin (0, 0) of the x-y axes. Give your answer for y in millimetres (mm) to two decimal places. b1 d2 ba dil b2
The cross-sectional dimensions of the beam are a = 4.8 in, b = 6.5 in, d=4.5 in, and t= 0.30 in. The internal bending moment about the z centroidal axis is Mz= -3.90 kip-ft. Answers both in psi
An I section symmetrical beamhas 200mm wide flange and overall depth of 500mm. Each flange is 25mm thickand the web is 20mm thick. Determine the maximum bending moment that should be imposed in the sectionif the tensile or the compressive stressis not to exceed 40MN/m^2 and what percentage of the moment is resisted by flange or web?
The beam is supported by a roller at B and a pin at C and is subjected to the distributed load shown with intensity w = 140 N/m. The maximum positive and negative internal bending moments are critical factors in the design of the beam material and geometry. On your written homework draw a full free body diagram of the beam including all reaction forces. Directly under the free body diagram, draw a shear and bending moment diagram. Using your diagranms, determine the largest positive and negative internal bending moments that occur in the beam and the points along the length where each occurs. Take r = 0 to be at point A at the left edge of the beam. В -b- Values for dimensions on the figure are given in the following table. Note the figure may not be to scale. Variable Value a 2.60 m 3.77 m The maximum negative internal bending moment is N-m and occurs at a = m to the right of A. The maximum positive internal bending moment is N-m and occurs at x = m to the right of A.