ction force at support I in kN (round to

Q: 4-121 Replace the loading on the frame by a single resultant force. Specify where its line of action…

A: Please refer the attached image for complete solution. THANK YOU.

Q: 400 N 300 N E 3 m B H. K 12 m. 6 @ 2 m

A:

Q: The influence line is for V40 = shear just left of 40'. A load of 0.6 kip/ft is placed from 10' to…

A:

Q: Use Virtual Work Method

A: the virtual work method is also known as the unit load method. In this case, we will resolve all…

Q: equivalent resultant force and couple moment at point A. +103. Replace the loading system acting on…

A: to find resultant

Q: Using method of section, Determine the force in members GF, GD, and CD of the truss. State if the…

A: Support reaction: ∑ME=0RA×8-15×2-25×4-10×6=0RA=23.75…

Q: Problem #1 Beam ABCD has an internal hinge at C and rollers at B and D. Draw the lokip necessary…

A:

Q: Member-AB is_____. options:   a two-force member   a multi-force member   a zero-force member…

A: Note :- According to Bartleby guidelines, Since you have posted a question with multiple sub-parts,…

Q: Find the force in bar CD using METHOD OF SECTIONS (hint: there is no need to find reactions). B с D…

A:

Q: ight acting Id in equilibrium E has been ing and does not Y 2 ft the hinges and B 3 ft 2 ft 10='V D…

A:

Q: 40 kN 10 kN-m 24 kN/m Gm 2m 2m RA

A:

Q: 2/75 If the resultant of the loads shown passes through point B, determine the equivalent…

A: - In y direction : Ry = -10 + 4 - 12 = -18 kips - In x direction : Rx = 0 - Moment at point O : Mo =…

Equilibrium and Support Reactions

Civil engineers deal with structures that are composed of several members connected or with individual members such as beams and columns. To analyze such structures, the condition of statics must be applied. Under the static condition, the members are considered to be in equilibrium under the action of forces, that is, the members are assumed to be having negligible velocity.