A simple span beam, made up of Hem Fir No. 1 grade) supports a uniformly distributed load of12 kips.a) Compute the shear force (V).b) Using the force computed in part a, and the allowable shear force parallel to grain (fv)shown in the tables in Chapter 5, compute the required cross sectional area.c) Use the area from part b (and Table A.8) to determine the required nominal cross-sectional dimensions of the beam. Assume the beam will have a nominal width of 8” (i.e.8" x ??)

Answered: A simple span beam, made up of Hem Fir…

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Q2/ Determine the amount of steel required to create a balanced condition for the beam that has height 500 mm, width 300 mm, effective depth (d) 450 mm as shown in figure 2, where f'c 25 MPa and fy = 400 MPa. (50 marks) %3D 300 mm 500 mm Figure 2
Calculate the design bending strength for the doubly reinforced rectangular section where A’s = 2500 mm2 f’c= 30 MPa & fy = 350 MPa if As =8500 mm2
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a) Two bars of different size form a pin-connected frame that supports a Load 'P' at point A as shown in the Fig. 3. What safe load P (kN) can be applied if the allowable stress of 120 MPa is not to be exceeded? Assume buckling has been prevented. Allowable stress is based on a factor of safety of 2.0. Cross sectional area of the rods AB and AC are given in the adjacent table as per last digit of Roll number. What is the failure load? Last digit of Area of AB | Area of AC Roll No. 1, 2, 4 & 7 200 mm 230 mm“ 3, 6 & 8 160 mm- 190 mm² 5, 9 & 0 180 mm 210 mm 2400 1600 Fig. 3 b) Two square bars are of equal length but have different size as shown in Fig. 4. Compare the maximum stress in the two bars if they are to receive the same input of energy from axial load. Given, m = (2 + last digit of your roll number). 2a 5.x m.x Fig. 4 last digit of roll=1
STRENGTH OF MATERIALS (Please write the complete solutions and FBDs completetely and correctly. No long explanation needed.Thumbs up will be given) A loaded beam, 60 mm wide by 200 mm high and 8 in long, has the shear and moment diagrams as shown below. (a) Determine the magnitude, type and location of the maximum flexural stress (b) Determine the type and magnitude of stress in a fiber 40 mm from the top of the beam at a section 2.5 m from the left end, Express final answers in MPa. (Use I=bh3/12)
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The wood beam has an allowable shear stress of Tallow = 4 MPa. (Figure 1) Figure Part A 50 mm 50 mm 200 mm —+ ➜ 50 mm ↓ 100 mm 100 mm 1 of 1 Determine the maximum shear force V that can be applied to the cross section. Express your answer to three significant figures and include the appropriate units.
Question 4 A 6 KN force is applied at the free end of a wood (E = 12GPa) beam with dimensions given in Fig. Q4. Neglecting the effect of fillets and stress concentration, determine (a) the maximum compressive stress and its location at section A-A; (b) the maximum shearing stress and its location at section A-A; (c) the deflection at section A-A. 6 kN 300 mm 400 mm ΤΑ 叶 ¡A Fig. Q4 96 mm -- 12 mm 12 mm 48 mm
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