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(Assuming Max allowable deflection on Member is= L/360, can a W10x100 member carry the load you can use SAP 2000 or Manually compute deflections) 2.) Determine the force in all members of each truss shown in Fig.3.6.4 and Indicate if the members are in Tension or compression. (You can also check your answers using Sap 2000 however manual calculations are required for at least 2-nodes) ↑ 3m Fig.3.6.4 B C D E 4 m 4 m 80kN 15kN (Identify the member with the greatest tension force and check if a L6x6x 3/8 its sufficient to carry the the tension load assuming 1 row- 3 5/8" diameter bolts. Fy=36ksi, Fu=60ksi Part 2 (60+)

(Assuming Max allowable deflection on Member is= L/360, can a W10x100 member carry the load you can use SAP 2000 or Manually compute deflections) 2.) Determine the force in all members of each truss shown in Fig.3.6.4 and Indicate if the members are in Tension or compression. (You can also check your answers using Sap 2000 however manual calculations are required for at least 2-nodes) ↑ 3m Fig.3.6.4 B C D E 4 m 4 m 80kN 15kN (Identify the member with the greatest tension force and check if a L6x6x 3/8 its sufficient to carry the the tension load assuming 1 row- 3 5/8" diameter bolts. Fy=36ksi, Fu=60ksi Part 2 (60+)

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.
Chapter5: Beams
Section: Chapter Questions
Problem 5.6.3P
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(Assuming Max allowable deflection on Member is= L/360, can a W10x100 member carry the load you can use SAP 2000 or Manually compute deflections) 2.) Determine the force in all members of each truss shown in Fig.3.6.4 and Indicate if the members are in Tension or compression. (You can also check your answers using Sap 2000 however manual calculations are required for at least 2-nodes) ↑ 3m Fig.3.6.4 B C D E 4 m 4 m 80kN 15kN (Identify the member with the greatest tension force and check if a L6x6x 3/8 its sufficient to carry the the tension load assuming 1 row- 3 5/8" diameter bolts. Fy=36ksi, Fu=60ksi Part 2 (60+)
Transcribed Image Text:(Assuming Max allowable deflection on Member is= L/360, can a W10x100 member carry the load you can use SAP 2000 or Manually compute deflections) 2.) Determine the force in all members of each truss shown in Fig.3.6.4 and Indicate if the members are in Tension or compression. (You can also check your answers using Sap 2000 however manual calculations are required for at least 2-nodes) ↑ 3m Fig.3.6.4 B C D E 4 m 4 m 80kN 15kN (Identify the member with the greatest tension force and check if a L6x6x 3/8 its sufficient to carry the the tension load assuming 1 row- 3 5/8" diameter bolts. Fy=36ksi, Fu=60ksi Part 2 (60+)
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