From the given truss below, members are made of A36 (Fy=36ksi and Fu=58Ksi) steel channel section with A=1.56in2, rx=D0.85in, ry=0.53in and X=Y=9ft. All applied loads are already factored: F1=39kips, F2=44kips, and F3=48kips. Calculate the vertical ultimate load "Pu" that can be applied at joint I in kips based on the design strength of member GD. Note: A negative (-Pu) may be a possible answer, if such affix the negative sign (-) before your answer. Express your answer in 2 decimal places. Pu Y G F2 Y F E Y B. Ex 3.

Q: : For the truss systems shown below: • Identify zero force members. • Identify members in tension,…

A:

Q: Determine the axial stresses of the following truss members: (JJ, Co. C Use 400mm² members in For…

A:

Q: A W18 x 40 standard steel shape is used to support the loads shown on the beam. Assume P = 29 kips,…

A: Answer  We know that maximum bending stress occur in a beam at extreme fibres and it can be…

Q: Which joint would be the best place to start your analysis of the truss shown?

A:

Q: Determine the force in each member of the truss shown. Indicate whether the members are in tension…

A:

Q: DF, CE and BD.

A:

Q: 80 kN 60 kN 10 m 10 m 10 m L. A B D F 20 C E

A:

Q: From the given trusses below, determine the force in the member DE. (kN) Hint: V1 = -20.9 kN Note:…

A: By using the method of sections, the force in the member DE can be conveniently calculated.Firstly…

Load on Structures

Civil engineers primarily deal with beams in their day-to-day applications. A beam is a structural member that resists shear loadings. There are various types of beams such as cantilever beam, simply supported beam, and over the hanging beam. All these beams have a different end and loading conditions.