. Determine (approximately) the reactions at the base of the columns of the frame shown in Figure below, and draw (approximately) the moment diagram for girder PQRST and column BGLQ. Use the portal method. 6k K M i0 ft 9k F G 10 ft 9k B D 10 ft E F15 n-+ 15A-+ 20 ft -+ 20 ft -

Q: Determine approximately, the reactions at A, B, C, and D. Use portal frame method.

A:

Q: Consider the frame shown. Use the portal method of analysis. Follow the sign convention. Draw…

A: Solution: Step I: P+2P+2P+P=36kN P=36/6 = 6 kN Step 2: MAE = MDH = Px5 = 6 x 5 =30 kN MBF = MCG =…

Q: Using the Portal Method, determine the reaction forces for the building frame below. Draw the…

A: To determine:BMD for all columns and girders

Q: 2 m 3 m E H |G -2 m *-2 m |F -2 m- 3 m - 3 m - -2 m A) Compute the forces on the front and rear…

A: Total Load = 3600kg Length = 10m

Q: Beam line below is part of an interior frame resisting a factored distributed load of w,8 klf All…

A: Size of beam: 15" x 24"Size of column: 24" x 24" Moment of inertia for beam and…

Q: Determine the force in member CG of the truss if P₁ = 107 kN and P₂ = 187 kN. Input tension as…

A:

Q: What is the absolute maximum positive moment in the simply supported beam to the nearest 0.01 k-ft.…

A: Given  P1= 4k  P2= 1.7K  P3= 1K

Q: Determine the shear and moment in the floor girder as a function of x as shown in Figure Ql. Assume…

A: To determine the shear and moment for the given girder as functions of x.   The shear and moment in…

Q: assignent 2: using force method, Analyze the frame shown below to find the needed Reactions, if To…

A:

Q: F3-3. Determine the force in each member of the truss and state whether it is in tension or…

A: All data is given belowNeed to find find each member's force.

Q: H.W3: For the over-hanged beam given in figure below. Design the longitudinal steel reinforcement at…

A: Solution Given Data f'c=28 MPafy=420 MPaϕbar=22 mmϕstr=8 mm

Q: What is the maximum moment at midspan in the following beam? Use L = 22, a = 3, b = 3, P₁ = 4, P₂ =…

A: