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Write your answer in the space provided. Problem 1. 1.a. Force in member BD 1.b. Force in member BE 1.c. Force in member CE Problem 2. 2.a. Maximum Bending Moment. 2.b. Moment of Inertia with respect to the neutral axis. 2.c. Length L of the simply supported beam to cause a maximum flexural stress of 15 MPa. Problem 3. 3.a. Design strength of tension member at yielding. 3.b. Design strength of tension member at rupture. 3.c. Allowable strength of tension member at yielding. 3.d. Allowable strength of tension member at rupture 3.e. Largest safe value for the design and allowable strength of tension member. Problem 1. Determine the force in members BD, BE and CE. state if these members are in tension or compression. B D Figure P-1 4 m 3 m F A 3 m C 3 m E 3 m 27 kN 15 kN Problem 2. A simply supported beam of length L carries a uniformly distributed load of 6000 N/m and has the cross section shown in Fig. P-2. Find L to cause a maximum flexural stress of 15 MPa. 200 mm 150 mm 250 mm 300 mm Fig P-2 Problem 3. A single angle L250x100 x14 mm is made of A 36 steel is connected to a gusset plate by a 13 mm diameter bolts as shown in the Fig. P-3. Determine the design and the allowable strength in the angle. Figure P-3 P 250 mm

Write your answer in the space provided. Problem 1. 1.a. Force in member BD 1.b. Force in member BE 1.c. Force in member CE Problem 2. 2.a. Maximum Bending Moment. 2.b. Moment of Inertia with respect to the neutral axis. 2.c. Length L of the simply supported beam to cause a maximum flexural stress of 15 MPa. Problem 3. 3.a. Design strength of tension member at yielding. 3.b. Design strength of tension member at rupture. 3.c. Allowable strength of tension member at yielding. 3.d. Allowable strength of tension member at rupture 3.e. Largest safe value for the design and allowable strength of tension member. Problem 1. Determine the force in members BD, BE and CE. state if these members are in tension or compression. B D Figure P-1 4 m 3 m F A 3 m C 3 m E 3 m 27 kN 15 kN Problem 2. A simply supported beam of length L carries a uniformly distributed load of 6000 N/m and has the cross section shown in Fig. P-2. Find L to cause a maximum flexural stress of 15 MPa. 200 mm 150 mm 250 mm 300 mm Fig P-2 Problem 3. A single angle L250x100 x14 mm is made of A 36 steel is connected to a gusset plate by a 13 mm diameter bolts as shown in the Fig. P-3. Determine the design and the allowable strength in the angle. Figure P-3 P 250 mm

Steel Design (Activate Learning with these NEW titles from Engineering!)
Steel Design (Activate Learning with these NEW titles from Engineering!)
6th Edition
ISBN:9781337094740
Author:Segui, William T.
Publisher:Segui, William T.
Chapter10: Plate Girders
Section: Chapter Questions
Problem 10.7.9P
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Write your answer in the space provided. Problem 1. 1.a. Force in member BD 1.b. Force in member BE 1.c. Force in member CE Problem 2. 2.a. Maximum Bending Moment. 2.b. Moment of Inertia with respect to the neutral axis. 2.c. Length L of the simply supported beam to cause a maximum flexural stress of 15 MPa. Problem 3. 3.a. Design strength of tension member at yielding. 3.b. Design strength of tension member at rupture. 3.c. Allowable strength of tension member at yielding. 3.d. Allowable strength of tension member at rupture 3.e. Largest safe value for the design and allowable strength of tension member.
Transcribed Image Text:Write your answer in the space provided. Problem 1. 1.a. Force in member BD 1.b. Force in member BE 1.c. Force in member CE Problem 2. 2.a. Maximum Bending Moment. 2.b. Moment of Inertia with respect to the neutral axis. 2.c. Length L of the simply supported beam to cause a maximum flexural stress of 15 MPa. Problem 3. 3.a. Design strength of tension member at yielding. 3.b. Design strength of tension member at rupture. 3.c. Allowable strength of tension member at yielding. 3.d. Allowable strength of tension member at rupture 3.e. Largest safe value for the design and allowable strength of tension member.
Problem 1. Determine the force in members BD, BE and CE. state if these members are in tension or compression. B D Figure P-1 4 m 3 m F A 3 m C 3 m E 3 m 27 kN 15 kN Problem 2. A simply supported beam of length L carries a uniformly distributed load of 6000 N/m and has the cross section shown in Fig. P-2. Find L to cause a maximum flexural stress of 15 MPa. 200 mm 150 mm 250 mm 300 mm Fig P-2 Problem 3. A single angle L250x100 x14 mm is made of A 36 steel is connected to a gusset plate by a 13 mm diameter bolts as shown in the Fig. P-3. Determine the design and the allowable strength in the angle. Figure P-3 P 250 mm
Transcribed Image Text:Problem 1. Determine the force in members BD, BE and CE. state if these members are in tension or compression. B D Figure P-1 4 m 3 m F A 3 m C 3 m E 3 m 27 kN 15 kN Problem 2. A simply supported beam of length L carries a uniformly distributed load of 6000 N/m and has the cross section shown in Fig. P-2. Find L to cause a maximum flexural stress of 15 MPa. 200 mm 150 mm 250 mm 300 mm Fig P-2 Problem 3. A single angle L250x100 x14 mm is made of A 36 steel is connected to a gusset plate by a 13 mm diameter bolts as shown in the Fig. P-3. Determine the design and the allowable strength in the angle. Figure P-3 P 250 mm
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