Homework Answers
12 D 4m In the frame system given in the figure, a. Mesnet reactions, b. Bending...
12 D 4m In the frame system given in the figure, a. Mesnet reactions, b. Bending Moment Diagram, c. Horizontal displacement at point C, Calculate, draw, show on the figure EI = 1000tm2, (Q, N neglected) in all elements AY L.>x 2m A 6 6 m +
QUESTION 1 In the frame shown below dimension His 7m, y is 3m, L is 7m,...
QUESTION 1 In the frame shown below dimension His 7m, y is 3m, L is 7m, x is 4m, I is 4m, h is 3m. External loads are: the horizontal point load P of 2kN is applied at B, the clockwise moment M of 5kNm is applied at D, the vertical uniformly distributed load w of 1kN/m is applied on bar FJ. Calculate reactions of supports. Note that this frame has two internal pins; at Cand at F. What is...
3 tim 20+ D 21 The single span and single storey frame system and moment diagram...
3 tim 20+ D 21 The single span and single storey frame system and moment diagram in the figure are given together. a. Calculate the horizontal displacement (AXC) at the C point. b. Calculate the rotation displacement (ØD) at point D. In displacement accounts, deformations consisting of Q and N will be neglected. EI=10000tm2 10m 131 311 L. B 10m -58,75 C 21.25 -58,75 21.25 D B -50.63 69,37
A rigid beam AFBC in Fig.3 is supported by a hinged joint at A and connected to a vertical post B...
A rigid beam AFBC in Fig.3 is supported by a hinged joint at A and connected to a vertical post BD by a hinged connection at B. Rigid beam AFBC and vertical post cross-sectional dimension of 10mmx250mm and 15mmx200mm, respectively. Two concentrated loads Pi and P2 act on the rigid beam at point F and C, respectively. Details at support A and connection B are also shown in the figure. Compute (a) normal stress in vertical post BD (state whether...
AB length is 4000mm AD length is 3000mm A pin jointed frame ABCD is supported by...
AB length is 4000mm
AD length is 3000mm
A pin jointed frame ABCD is supported by a pinned support at A, a roller at B and is subjected to the loading indicated in Figure Q1. All members have circular cross-section and all are made of steel materials with same cross-section. Determine the support reactions at A and B Determine all the member forces Find out the horizontal displacement at point C using a table template as shown in Table Q1....
AB= 3000mm AD= 4000mm especially struggling with part 3 of this question. and Q.) A Jointed...
AB= 3000mm
AD= 4000mm
especially struggling with part 3 of this question.
and Q.) A Jointed frame pinned Support A, a to the loading indicated have Circular Cross-Section materials. roller Figure and supported by a subjected ALL members made of steel all are at A and D . Determine the support reactions 2) Determine the member forces, all at point a using 3) Find out the Horizontal displacement template provided. table • 40kn Free or simply Booom, A Figure Q1:...
Problem 1: A lateral load resisting system of a 4-story building consists a K-truss and is...
Problem 1: A lateral load resisting system of a 4-story building consists a K-truss and is shown in the figure below. Based on the ASCE 7-10, the wind load at each floor level was calculated and applied to the truss joints as shown in Figure below. 1. Determine if the truss system is determinate and Stable (support A is pin; and support B is roller) 2. Calculate the support reactions 3. Using any analysis method, calculate the forces in members...
Loading Diagram (15 Points) blem 4: e structural steel floor system shown is to support a...
Loading Diagram (15 Points) blem 4: e structural steel floor system shown is to support a live load of 100 psf, and dead d of 50 psf. Sketch the loading diagram for Girder G. Determine the Girder reactions? s-e GI Gader GiI Typical inurioe bay
Problem 6. Consider the partial order on a, b, c, d, e, f,g, h\ determined by...
Problem 6. Consider the partial order on a, b, c, d, e, f,g, h\ determined by the fol- lowing Hasse diagram, XI a. and answer the following about (a) Is it true that d g? (b) Find all minimal and maximal elements. c) Are there any maximum elements? d) Find all common upper bounds of e and f (that is, find every q such that eq and f q). e) Find the least upper bound of c and e
[8] Consider a system consisting of 1.5 mol CO2(g), initially at 15oC and 9.0 atm and...
[8] Consider a system consisting of 1.5 mol CO2(g), initially at 15oC and 9.0 atm and confined to a cylinder of cross-section 100.0 cm2. The sample is allowed to expand adiabatically against an external pressure of 1.5 atm until the piston has moved outwards through 15 cm. Assume that carbon dioxide may be considered a perfect gas with Cv.m-288] K-1 mol-1, and calculate (a) q, (b) w, (c) Δυ, (d) ΔΤ, (e) as
12 D 4m In the frame system given in the figure, a. Mesnet reactions, b. Bending Moment Diagram, c. Horizontal displacement at point C, Calculate, draw, show on the figure EI = 1000tm2, (Q, N neglected) in all elements AY L.>x 2m A 6 6 m +
QUESTION 1 In the frame shown below dimension His 7m, y is 3m, L is 7m, x is 4m, I is 4m, h is 3m. External loads are: the horizontal point load P of 2kN is applied at B, the clockwise moment M of 5kNm is applied at D, the vertical uniformly distributed load w of 1kN/m is applied on bar FJ. Calculate reactions of supports. Note that this frame has two internal pins; at Cand at F. What is...
3 tim 20+ D 21 The single span and single storey frame system and moment diagram in the figure are given together. a. Calculate the horizontal displacement (AXC) at the C point. b. Calculate the rotation displacement (ØD) at point D. In displacement accounts, deformations consisting of Q and N will be neglected. EI=10000tm2 10m 131 311 L. B 10m -58,75 C 21.25 -58,75 21.25 D B -50.63 69,37
A rigid beam AFBC in Fig.3 is supported by a hinged joint at A and connected to a vertical post BD by a hinged connection at B. Rigid beam AFBC and vertical post cross-sectional dimension of 10mmx250mm and 15mmx200mm, respectively. Two concentrated loads Pi and P2 act on the rigid beam at point F and C, respectively. Details at support A and connection B are also shown in the figure. Compute (a) normal stress in vertical post BD (state whether...
AB length is 4000mm
AD length is 3000mm
A pin jointed frame ABCD is supported by a pinned support at A, a roller at B and is subjected to the loading indicated in Figure Q1. All members have circular cross-section and all are made of steel materials with same cross-section. Determine the support reactions at A and B Determine all the member forces Find out the horizontal displacement at point C using a table template as shown in Table Q1....
AB= 3000mm
AD= 4000mm
especially struggling with part 3 of this question.
and Q.) A Jointed frame pinned Support A, a to the loading indicated have Circular Cross-Section materials. roller Figure and supported by a subjected ALL members made of steel all are at A and D . Determine the support reactions 2) Determine the member forces, all at point a using 3) Find out the Horizontal displacement template provided. table • 40kn Free or simply Booom, A Figure Q1:...
Problem 1: A lateral load resisting system of a 4-story building consists a K-truss and is shown in the figure below. Based on the ASCE 7-10, the wind load at each floor level was calculated and applied to the truss joints as shown in Figure below. 1. Determine if the truss system is determinate and Stable (support A is pin; and support B is roller) 2. Calculate the support reactions 3. Using any analysis method, calculate the forces in members...
Loading Diagram (15 Points) blem 4: e structural steel floor system shown is to support a live load of 100 psf, and dead d of 50 psf. Sketch the loading diagram for Girder G. Determine the Girder reactions? s-e GI Gader GiI Typical inurioe bay
Problem 6. Consider the partial order on a, b, c, d, e, f,g, h\ determined by the fol- lowing Hasse diagram, XI a. and answer the following about (a) Is it true that d g? (b) Find all minimal and maximal elements. c) Are there any maximum elements? d) Find all common upper bounds of e and f (that is, find every q such that eq and f q). e) Find the least upper bound of c and e
[8] Consider a system consisting of 1.5 mol CO2(g), initially at 15oC and 9.0 atm and confined to a cylinder of cross-section 100.0 cm2. The sample is allowed to expand adiabatically against an external pressure of 1.5 atm until the piston has moved outwards through 15 cm. Assume that carbon dioxide may be considered a perfect gas with Cv.m-288] K-1 mol-1, and calculate (a) q, (b) w, (c) Δυ, (d) ΔΤ, (e) as
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