Question 3: Draw shear force, bending moment, and torsion diagrams of the grillage frame (statically determinate structure- members are in horizontal plane and parallel to x oy y axis, loads acre acting in z axis i.e. vertical axis) shown below indicating their values at important points. Show the sign convention you used to draw these diagrams. 5.0kN 7.5kNm 1.5m F 5m 10KN 8kN B. 2.5m 2.25m 1.25m 2kN/m 2.5m E

Question 3: Draw shear force, bending moment, and torsion diagrams of the grillage frame (statically determinate structure- members are in horizontal plane and parallel to x oy y axis, loads acre acting in z axis i.e. vertical axis) shown below indicating their values at important points. Show the sign convention you used to draw these diagrams. 5.0kN 7.5kNm 1.5m F 5m 10KN 8kN B. 2.5m 2.25m 1.25m 2kN/m 2.5m E

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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The beam in the figure below is fabricated by attaching a C180x14.6 channel to a W250x17.9 shape with 15-mm-dia rivets at uniform spacing “s". The maximum shear force in the beam is 65 kN. Given properties: C180x14.6: A = 1850 mm^2; d = 178 mm; xg= 13.8 mm I, = 0.405x10^6 mm^4; tw = 5.3 mm; tr = 9.3 mm W250x17.9: A = 2270 mm^2; d = 251 mm; I, = 22.4x10^6 mm^4 tw = 4.8 mm; t = 5.3 mm C180 × 14.6 - W250 × 17.9 1. Calculate the moment of inertia of the built up section about the horizontal axis located 78.26 mm from the top. The answer is in x10^6 mm^4. А. 36.76 В. 22.80 с. 27.46 D. 31.06 2. Determine the strength (kN) of the connection within spacing “s" based on rivet shear if the working stress for a rivet is 100 MPa. C. 180 D. 200 A. 140 В. 35.34 3. Determine the shear flow “q" (N/mm) that must be sustained by the rivets A. 243.72 В. 172.39 C. 191.02 D. 211.84 Find the maximum allowable spacing (mm) of the rivets if the working. A. 140 5. 4. В. 160 С. 180 D. 200 What is the…
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| For the beam illustrated in the figure, with a T-shape cross-section shown on the right, (a) complete the shear (a = ?) and bending moment diagrams and label properly at the point of interest E on the cross section, determine the magnitudes of (b) tensile and compressive bending stresses and (b) maximum transverse shear stress due to V (i. e.at point E, (02)tensile =?, (0z)compressive =?, (Ty)max =?). I is 8.5 in“. 300 Ibf in 3 in 1800 lbf ỹ = 1.5 in I in N. A. A 10 in 8 30 in |R,= 6900 Ibf |R2 = 3900 lbf 2.5 in 3 in V (Ibf | 5100 I in -1800 -3900 M (lbf.in)| x (in)
The beam in the figure below is fabricated by attaching a C180x14.6 channel to a W250x17.9 shape with 15-mm-dia rivets at uniform spacing "s". The maximum shear force in the beam is 65 kN. Given properties: CI80x14.6: A- 1850 mm^2; d- 178 mm; Kg 13.8 mm I, -0.405x106 mm^4; t. - 5.3 mm; t- 9.3 mm W250x17.9: A - 2270 mm 2; d - 251 mm; I, – 22.4x10°6 mm^4 ty - 4.8 mm; t- 5.3 mm CI80 x 14.6 W250 x 17.9 1. Calculate the moment of inertia of the built up section about the horizontal axis located 78.26 mm from the top. The answer is in x10°6 mm^4. A. 36,76 В. 22.80 C. 27.46 D. 31.06 2. Determine the strength (kN) of the connection within spacing "s" based on rivet shear if the working stress for a rivet is 100 MPa. A. 140 В. 35.34 C. 180 D. 200 3. Determine the shear flow "q" (N/mm) that must be sustained by the rivets A. 243.72 В. 172.39 C. 191.02 D. 211.84 Find the maximum allowable spacing (mm) of the rivets if the working. A. 140 4. В. 160 C. 180 D. 200 5. What is the corresponding…
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