Required information A cantilever beam experiences a point load at its free end (Point A). The member has a length of L and a rectangular cross section of base b by height h. P A b L where P=2 kN, L = 2 m, b = 5 cm, and h = 20 cm h What is the magnitude of the maximum shear load in KN? (You must provide an answer before moving to the next part.) The magnitude of the maximum shear load is [ KN.

Required information A cantilever beam experiences a point load at its free end (Point A). The member has a length of L and a rectangular cross section of base b by height h. P A b L where P=2 kN, L = 2 m, b = 5 cm, and h = 20 cm h What is the magnitude of the maximum shear load in KN? (You must provide an answer before moving to the next part.) The magnitude of the maximum shear load is [ KN.

Mechanics of Materials (MindTap Course List)

9th Edition

ISBN:9781337093347

Author:Barry J. Goodno, James M. Gere

Publisher:Barry J. Goodno, James M. Gere

Chapter6: Stresses In Beams (advanced Topics)

Section: Chapter Questions

Problem 6.5.12P: A C 200 x 17.1 channel section has an angle with equal legs attached as shown; the angle serves as a...

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A C 200 x 17.1 channel section has an angle with equal legs attached as shown; the angle serves as a lintel beam. The combined steel section is subjected to a bending moment M having its vector directed along the z axis, as shown in the figure. The cent roi d C of the combined section is located at distances xtand ycfrom the centroid (C1) of the channel alone. Principal axes yl and yvare also shown in the figure and properties Ix1,Iy1and 0pare given. Find the orientation of the neutral axis and calculate the maximum tensile stress exand maximum compressive stress if the angle is an L 76 x 76 x 6.4 section and M = 3.5 kN - m. Use the following properties for principal axes for the combined section:/^, = 18.49 X 106 nrai4,/;| = 1.602 X 106 mm4, ep= 7.448*(CW),_r£ = 10.70 mm,andvf= 24.07 mm.
Two flat beams AB and CD, lying in horizontal planes, cross at right angles and jointly support a vertical load P at their midpoints (see figure). Before the load P is applied, the beams just touch each other. Both beams are made of the same material and have the same widths. Also, the ends of both beams are simply supported. The lengths of beams AB and CD are LABand LCD, respectively. What should be the ratio tABltCDof the thicknesses of the beams if all four reactions arc to be the same?
Two wood beams, each of rectangular cross section (3.0 in. x 4.0 in., actual dimensions), are glued together to form a solid beam with dimensions 6.0 in. x 4.0 in. (sec figure). The beam is simply supported with a span of S ft. What is the maximum moment Mmaxthat may be applied at the left support if the allowable shear stress in the glued joint is 200 psi? (Include the effects of the beams own weight, assuming that the wood weighs 35 lb/ft3.) Repeat part (a) if Mmaxis based on allowable bending stress of 2500 psi.
For the beam shown, use only singularity functions. V₁ = 45 lbf/in and V/₂ = 5 in. NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. 0 1400 lbf Hinge JA B₁ C R₂ R₁ 4 in 4 in 2 in V1 V2 D R₂ + What is the value of the peak moment between points Cand D? The peak moment between points C and Dis Ibf.in.
Hi there sir/madam I need help on this question A beam with a solid homogeneous rectangular section is simply supported at A and B. A concentrated load F = 150 kilonewtons (kN) acts at point C where distance L1 (A to C) = 2.50 metres (m) and distance L2 (C to B) = 1.65 metres (m). The dimensions of the rectangular section of the beam are breadth, b = 35 mm and depth d = 125 mm. Calculate the maximum bending stress and give your answer in N/mm2 to two decimal places
Situation 2 | Beam ABCDEFG below is subjected to multiple loads as show. The total length of the beam is 10m. Analyze the beam completely. 6 kN 10 kN 3 kN/m 2 kN 5 kN-m G 3000mm. 1000mm 1000mm. 2000mm. 1000mm 2000mm.
QUESTION 4 There are 47 dowels - 10M, each measuring 910 mm, in a continuous concrete footing. What is the total rebar weight (kg)? (The mass of 1OM is 0.785 kg/m): QUESTION 5 The total length of a concrete beam (400mm X 600mm) is 10,427 mm. there are stirrups 10M@200mm on centre in this beam and the concrete cover is 25mm. How many stirrups does this concrete beam have?
Requlred Informatlon A cantilevered beam is loaded as shown. The cross section at the wall is shown, with points of interest A (at the top). B (at the center), and C(midway between A and B). - 200 mm- 50 mm B 50 mm Cross section at wall where F= 2.2 kN NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. Calculate the magnitudes of the stresses acting on the stress elements. Do not neglect transverse shear stress. The magnitude of stresses acting on the stress elements are as follows: At element A, MPa and TA= MPa At element B. OB- MPa and T8= MPа At element C. MPa and IC= MPa
Required information For the beam shown, use only singularity functions. V = 50 lbf/in and V2 = 7 in. NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. Hinge V1 400 lbf/ |A B 4C AD 4 in 4 in 2 in V2 What is the value of the peak moment between points Cand D? The peak moment between points Cand Dis Ibf-in.
Required information For the beam shown, use only singularity functions. V₁ = 45 lbf/in and V/₂ = 5 in. NOTE: This is a multi-part question. Once an answer is submitted, you will be unable to return to this part. y 1400 lbf Hinge IA B₁ AC R₂ 4 in 4 in 2 in V1 V2 D R₂ What is the value of the peak moment between points C and D? The peak moment between points C and D is 373.28 lbf.in.
Haw-3 The compressiv Stresf (r)of a rectangular beam sectionis given by the fakmula: 6 M bh where Mis bending moment (24 x1 N-mm Pi axiat ferce (6x1o° N) , b is widthof section (30o mm) and h is height of Section (600 mm),if the errok in measuring (M)is +3-6 x lo° N-mmekkak in measuring (P) ir +18x1 x lo N anderror in measuring each (6) and h) 9 mmyuse khe tatat derivative to find the tatal is
Q1: For the one way slab system shown in Fig (2), Find maximum positive moment and maximum negative moment In beams and design the beam for both WL = Wa = All Columns = 250* 400 All Beams = Student bw, W, kN/m2 h, mm 4m 1.5m mm 17 300 150 1.5 8.75 1.4 450