A timber member supported by three steel links to a concrete frame has to carry the loads shown in the figure. Given: X = 9 kips/ft.
Find the reactions and the directions of Ax,Ay, and Ma\
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A timber member supported by three steel links to a concrete
frame has to carry the...
Structural Theory
A timber member supported by three steel links to a concrete frame has to carry the loads as shown. (a) Calculate the reactions at support A. (b) Determine the axial forces in all links. Indicate if each link is in compression or tension. (w = 3 kips/ft)
Q. 3 The member is supported by a pin at A (Note: reactions at A are...
Q. 3 The member is supported by a pin at A (Note: reactions at A are Ay, Ax, Az, My, and Mz) and cable BC. If the load at D is 300 lb, determine the x, y, and z components of the reaction at A and the tension in cable BC. (Note: possible reactions at A are Ay, Ax, Az, My, and Mz). (2 points) 1 ft, 2 ft B. 2 ft 6 ft ft D
A compound frame is subjected to a set of loads as shown in Figure 4 20...
A compound frame is subjected to a set of loads as shown in Figure 4 20 kips w= 5 kips/ft OTO Behinge Figure 4: Compound frame with UDL and point load Draw the shear and moment diagrams for each member of the frame. Hints: (1) Break the frame at hinge B to solve for all the reactions (2) Treat segment BCD as a single member
2. Design Wide flange column section only of A992 steel to serve as a pinned- end main member column 30 ft long to carry an axial compression loads in a braced structure, based on AISC LRFD metho...
2. Design Wide flange column section only of A992 steel to serve as a pinned- end main member column 30 ft long to carry an axial compression loads in a braced structure, based on AISC LRFD method. The dead load is 50 kips A992 13-0" and live load is 70 kips. The member has strong axis direction supported at 17ft height from the bottom of the column. Dead load is 20 kips and live load is 40 kips. Assume the...
Q.1 The member AB is supported at B by a cable and at A by a...
Q.1 The member AB is supported at B by a cable and at A by a smooth fixed square rod which fits loosely through the square hole of the collar. If F= {20i-40j-75k} Ib, determine the x, y, and z components of the reaction at A and the tension in cable BC. (Note: possible reactions at A are Ay, Ax, Mx, My, and Mz) 8 ft 6 ft A 12 ft 4 ft 15192 JUN
2) The beam shown is supported by steel member BC as shown. Due to the forked ends on the member, consider the supports...
2) The beam shown is supported by steel member BC as shown. Due to the forked ends on the member, consider the supports at B and C to act as pins for x-x axis buckling and as fixed supports for y-y axis buckling. Member BC is made of A992 steel with a modulus of elasticity of 29,000 ksi and a yield strength of 50 ksi. a) Calculate the maximum allowable load, P, on the system (in kips) considering buckling and...
a simply supported beam shown has a span length of 16 ft. the beam is laoded...
a simply supported beam shown has a span length of 16 ft. the
beam is laoded with to concentrated service live loads of 40 kips
and 80 kips as shown. if lateral support is provided only at both
ends, select the lightest w section of A992 steel that can carry
these applied loads. neglect the weight of the beam.
***Need this answered ASAP please***
***Please show ALL steps***
steel design - please show what tables the values come from.
thank...
The three-bay, one-story frame consists of beam's pin connected to the columns and column bases pinned to the foundation...
The three-bay, one-story frame
consists of beam's pin connected to the columns and column bases
pinned to the foundation in the figure. The diagonal brace member
CH is pinned at each end. Determine the reactions at A, B, C, and
calculate the force in the brace. Given: X = 8 kips/ft.
X kips/ft 6 kips beam, typical pinned connections 16 typical column, typical - brace pinned at each end 30' 30' 30'
Problem 3: (25%) The steel frame shown in the Figure is subjected to a force P(t)...
Problem 3: (25%) The steel frame shown in the Figure is subjected to a force P(t) = 15 sin(ot) kips at the beam level. The damping ratio 5 is 5%, E = 3 x 10 ksi, total weight of the beams = 100 kips, all the columns are 12" x 12" in size and this is the case of resonance. Determine: a) Damped and un-damped natural periods of the structure. b) The maximum dynamic horizontal displacement (u.) at the top...
Analyze the nonsway frame by the Slope-Deflection Method. •Evaluate all the reactions •Consider Special-Case Spans and...
Analyze the nonsway frame by the Slope-Deflection Method.
•Evaluate all the reactions
•Consider Special-Case Spans and Statically Determinate (CE 304)
Spans where appropriate
Slope Deflection Method - Frames Problem 1. Given: 8 k 2 k/ft 15 ft E constant Support A is a pin Support C is fixed Support D is a roller 12 ft (A) HAND CALCULATIONS Analyze the nonsway frame by the Slope-Deflection Method. Evaluate all the reactions e Consider Special-Case Spans and Statically Determinate (CE 304) Spans...
Q. 3 The member is supported by a pin at A (Note: reactions at A are Ay, Ax, Az, My, and Mz) and cable BC. If the load at D is 300 lb, determine the x, y, and z components of the reaction at A and the tension in cable BC. (Note: possible reactions at A are Ay, Ax, Az, My, and Mz). (2 points) 1 ft, 2 ft B. 2 ft 6 ft ft D
A compound frame is subjected to a set of loads as shown in Figure 4 20 kips w= 5 kips/ft OTO Behinge Figure 4: Compound frame with UDL and point load Draw the shear and moment diagrams for each member of the frame. Hints: (1) Break the frame at hinge B to solve for all the reactions (2) Treat segment BCD as a single member
2. Design Wide flange column section only of A992 steel to serve as a pinned- end main member column 30 ft long to carry an axial compression loads in a braced structure, based on AISC LRFD method. The dead load is 50 kips A992 13-0" and live load is 70 kips. The member has strong axis direction supported at 17ft height from the bottom of the column. Dead load is 20 kips and live load is 40 kips. Assume the...
Q.1 The member AB is supported at B by a cable and at A by a smooth fixed square rod which fits loosely through the square hole of the collar. If F= {20i-40j-75k} Ib, determine the x, y, and z components of the reaction at A and the tension in cable BC. (Note: possible reactions at A are Ay, Ax, Mx, My, and Mz) 8 ft 6 ft A 12 ft 4 ft 15192 JUN
2) The beam shown is supported by steel member BC as shown. Due to the forked ends on the member, consider the supports at B and C to act as pins for x-x axis buckling and as fixed supports for y-y axis buckling. Member BC is made of A992 steel with a modulus of elasticity of 29,000 ksi and a yield strength of 50 ksi. a) Calculate the maximum allowable load, P, on the system (in kips) considering buckling and...
a simply supported beam shown has a span length of 16 ft. the
beam is laoded with to concentrated service live loads of 40 kips
and 80 kips as shown. if lateral support is provided only at both
ends, select the lightest w section of A992 steel that can carry
these applied loads. neglect the weight of the beam.
***Need this answered ASAP please***
***Please show ALL steps***
steel design - please show what tables the values come from.
thank...
The three-bay, one-story frame
consists of beam's pin connected to the columns and column bases
pinned to the foundation in the figure. The diagonal brace member
CH is pinned at each end. Determine the reactions at A, B, C, and
calculate the force in the brace. Given: X = 8 kips/ft.
X kips/ft 6 kips beam, typical pinned connections 16 typical column, typical - brace pinned at each end 30' 30' 30'
Problem 3: (25%) The steel frame shown in the Figure is subjected to a force P(t) = 15 sin(ot) kips at the beam level. The damping ratio 5 is 5%, E = 3 x 10 ksi, total weight of the beams = 100 kips, all the columns are 12" x 12" in size and this is the case of resonance. Determine: a) Damped and un-damped natural periods of the structure. b) The maximum dynamic horizontal displacement (u.) at the top...
Analyze the nonsway frame by the Slope-Deflection Method.
•Evaluate all the reactions
•Consider Special-Case Spans and Statically Determinate (CE 304)
Spans where appropriate
Slope Deflection Method - Frames Problem 1. Given: 8 k 2 k/ft 15 ft E constant Support A is a pin Support C is fixed Support D is a roller 12 ft (A) HAND CALCULATIONS Analyze the nonsway frame by the Slope-Deflection Method. Evaluate all the reactions e Consider Special-Case Spans and Statically Determinate (CE 304) Spans...
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