Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN: 9781337094740
Author: Segui, William T.
Publisher: Cengage Learning
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Chapter 4, Problem 4.7.8P
The frame shown in Figure P4.7-8 is unbraced, and bending is about the x-axis of the members. All beams are
a. Determine the effective length factor
b. Determine the effective length factor
c. If
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F=16 kN single load, M=22 kN.m moment and w=4 kN/m distributed load are acting on the beam whose loading condition is given in the figure. The length L is also given as L=2 m. The cross-sectional properties of the beam are; body height yg=244 mm, body thickness xg=10 mm, flange width xf=173 mm, flange height yf=18 mm. Point E on the section is located just below the flange-body junction. It is desired to determine the stress state in the section taken from the B level of the beam. According to this;
Question1-A) Find the support response (Dy) at point D. (Write your result in kN.)
Question1-B) Find the support response (Ay) at point A. (Write your result in kN.)
Question1-C) Find the shear force (VB) at point B. (Write your result in kN.)
Question1-D) Find the bending moment (MB) at point B. (Write your result in kN.m.)
Question 1-E) Find the y distance of the center of the section with respect to the axis passing through the base of the section (Write your result in mm.)
Question 1-F)…
F=16 kN single load, M=22 kN.m moment and w=4 kN/m distributed load are acting on the beam whose loading condition is given in the figure. The length L is also given as L=2 m. The cross-sectional properties of the beam are; body height yg=244 mm, body thickness xg=10 mm, flange width xf=173 mm, flange height yf=18 mm. Point E on the section is located just below the flange-body junction. It is desired to determine the stress state in the section taken from the B level of the beam. According to this;
Question1-A) Find the support response (Dy) at point D. (Write your result in kN.)
Question1-B) Find the support response (Ay) at point A. (Write your result in kN.)
Question1-C) Find the shear force (VB) at point B. (Write your result in kN.)
Question1-D) Find the bending moment (MB) at point B. (Write your result in kN.m.
Question 1) F=22 kN single load, M=26 kN.m moment and w=17 kN/m distributed load are acting on the beam whose loading condition is given in the figure. The length L is also given as L=5 m. The cross-sectional properties of the beam are; body height yg=239 mm, body thickness xg=17 mm, flange width xf=185 mm, flange height yf=15 mm. Point E on the section is located just below the flange-body junction. It is desired to determine the stress state in the section taken from the C level of the beam. According to this;
Question 1-D) Find the moment of inertia of the beam section. (Do your operations by converting the lengths to meters. Take at least 4 digits for the decimal part of your result and use the expression E for the decimal part. Write it as 5E-3 instead of 0.005.)
Chapter 4 Solutions
Steel Design (Activate Learning with these NEW titles from Engineering!)
Ch. 4 - Prob. 4.3.1PCh. 4 - Prob. 4.3.2PCh. 4 - Prob. 4.3.3PCh. 4 - Prob. 4.3.4PCh. 4 - Prob. 4.3.5PCh. 4 - Prob. 4.3.6PCh. 4 - Prob. 4.3.7PCh. 4 - Prob. 4.3.8PCh. 4 - Prob. 4.4.1PCh. 4 - Prob. 4.4.2P
Ch. 4 - Prob. 4.6.1PCh. 4 - Prob. 4.6.2PCh. 4 - Prob. 4.6.3PCh. 4 - Prob. 4.6.4PCh. 4 - Prob. 4.6.5PCh. 4 - Prob. 4.6.6PCh. 4 - Prob. 4.6.7PCh. 4 - Prob. 4.6.8PCh. 4 - Prob. 4.6.9PCh. 4 - Prob. 4.7.1PCh. 4 - Prob. 4.7.2PCh. 4 - Prob. 4.7.3PCh. 4 - Use A992 steel and select a W14 shape for an...Ch. 4 - Prob. 4.7.5PCh. 4 - Prob. 4.7.6PCh. 4 - Prob. 4.7.7PCh. 4 - The frame shown in Figure P4.7-8 is unbraced, and...Ch. 4 - Prob. 4.7.9PCh. 4 - Prob. 4.7.10PCh. 4 - Prob. 4.7.11PCh. 4 - Prob. 4.7.12PCh. 4 - Prob. 4.7.13PCh. 4 - Prob. 4.7.14PCh. 4 - Prob. 4.8.1PCh. 4 - Prob. 4.8.2PCh. 4 - Prob. 4.8.3PCh. 4 - Prob. 4.8.4PCh. 4 - Prob. 4.9.1PCh. 4 - Prob. 4.9.2PCh. 4 - Prob. 4.9.3PCh. 4 - Prob. 4.9.4PCh. 4 - Prob. 4.9.5PCh. 4 - Prob. 4.9.6PCh. 4 - Prob. 4.9.7PCh. 4 - Prob. 4.9.8PCh. 4 - Prob. 4.9.9PCh. 4 - Prob. 4.9.10PCh. 4 - Prob. 4.9.11PCh. 4 - Prob. 4.9.12P
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- Question 1) F=20 kN single load, M=23 kN.m moment and w=19 kN/m distributed load are acting on the beam whose loading condition is given in the figure . The length L is also given as L=5 m . The cross-sectional properties of the beam are; body height y g =248 mm , body thickness x g =12 mm , flange width x f = 196 mm , flange height y f = 20 mm . Point E on the section is located just below the flange-body junction. It is desired to determine the stress state in the section taken from the C level of the beam. According to this; Question1-A ) Find the normal force (N C ) at point C. ( Write your result in kN .) Question1-B ) Find the shear force (V C ) at point C. ( Write your result in kN .) Question1-C ) Find the bending moment ( MC) at point C. ( Write your result in kN.m. )arrow_forwardA simply supported beam is loaded as shown. Use E = 200,000MPa and I=150 x 106 mm4. a) Compute for the value of C1 in the equation of the slope for the first segment. b) Compute for the value of C3 (constant of the 1st integration) in the equation of the slope for the 2nd segment.arrow_forward'The I-beam is loaded as shown in the figure. Determine the required flange width b so that the stress caused by bending does not exceed the allowable stress σmax = 170 MPa. The thickness of the flange is tflange= 12 mm, and the thickness of the web inch tweb= 8 mm, so let's look at just bending. F = 48kN, q = 8kN/m, L = 2.2m, H = 500mm Use units [N, mm]. Enter the answer to one decimal place. Do not round the invoices in the intermediate stages, but only the final answer!arrow_forward
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