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2.) (a) Draw the influence lines for the bar forces in members HG and CD of...
Q2: Draw the influence lines for the members HC and CD of the truss shown in...
Q2: Draw the influence lines for the members HC and CD of the truss shown in Fig. (2), and then determine the maximum tensile force that can be developed in member HC due to moving uniform distributed load of 3k/ft. 25% 18 с D 4@24-26 (2
22: Draw the influence lines for the members HC and CD of the truss shown in...
22: Draw the influence lines for the members HC and CD of the truss shown in Fig. (2), and then determine the maximum tensile force that can be developed in member HC due to moving uniform distributed load of 3k/ft. 25% D
Problems 9.1 Compute the influence lines for the forces in the members AB, DI, IJ and...
Problems 9.1 Compute the influence lines for the forces in the members AB, DI, IJ and CI of the truss shown in the figure. Live loads are transmitted to the top chord of the truss Is this a through- truss bridge or a deck truss bridge? Draw the influence lines in one page vertically aligned with the free-body diagram of the truss. Submit your computations in separate pages. 3 m 6 panels at 4 m-24 m
Q2: Draw the influence lines for the members HC and CD of the truss shown in...
Q2: Draw the influence lines for the members HC and CD
of the truss shown in Fig. (2), and then determine the maximum
tensile force that can be developed in member HC due to moving
uniform distributed load of 3k/ft.
I need it in 30min or 1 h
Н 18 B D с L 424-96 Fig. (2)
Q2: Draw the influence lines for the members HC and CD of the truss shown in...
Q2: Draw the influence lines for the members HC and CD of the truss shown in Fig. (2), and then determine the maximum tensile force that can be developed in member HC due to moving uniform distributed load of 3k/ft. 1.2 kft Pin 25 15ft 15k 2011 151 w 30 ft Fig. () Fig. (2) 10 2m 10 R S AGB B -1.5m +1.5 m 21 20 KN Ecom 40KN Fig. (3) Fig. (4) SO KN 200 N. Fig. (5)
AP4: Movable loads on the truss bridge shown cause vertical (downward) loading on the bottom chord oints (A G). Draw th...
AP4: Movable loads on the truss bridge shown cause vertical (downward) loading on the bottom chord oints (A G). Draw the influence line for the axial force in the following truss members: a) BH b) CD c) GL 20 ft
Q.3 For the non-parallel chord truss bridge shown in Fig. 3(a) (1) determine the influence lines...
Q.3 For the non-parallel chord truss bridge shown in Fig. 3(a) (1) determine the influence lines for Fco, Fca and Fee: (2) The bridge is to be designed for the equivalent moving load detailed in Fig. 3(b). Compute the maximum tensile and compressive axial forces in member Cd. (Answer: Fcd max, T = 133.46 kN) L L P-115 kN JI ,-10 kN/m 4.5m 6@5m (Note that L2 may be varied or split up to achieve the desired effects, and that...
May 2017-16-Civ-A1 Page 5 of 7 (9) S. a) Loads move along beams at the top...
May 2017-16-Civ-A1 Page 5 of 7 (9) S. a) Loads move along beams at the top chord level of the truss shown below. Draw the influence lines for forces in members: U3L2 U3 U4 6m om n. Us For each influence line, calculate and indicate the value of the influence ordinate atthe ¼Mand ¾ points along the truss span. A vehicle, which is idealized as the uniformly distributed load over a length of 10 m., moves across the simple beam...
AP2: Beam AD is connected to a cable at C.: a) Draw the influence lines for the force in cable CE b) Draw the influence...
AP2: Beam AD is connected to a cable at C.: a) Draw the influence lines for the force in cable CE b) Draw the influence lines for the vertical reaction at support A c) Draw the influence lines for the moment at EB d) Determine the maximum absolute value of each response quantity from parts a) to c) if beam AD supports a 15-ton concentrated load and a movable/variable 1 kip/ft uniformly distributed live load. 6 4 43'
A B C D E F 8' 8' 8' 8' 8' civil engineering Draw influence lines...
A B C D E F 8' 8' 8' 8' 8' civil engineering
Draw influence lines (show the values and locations for all key points) for the following: Karagi programoginta a) Influence Line for Vertical (upwards) Reaction at F, Fy b) Influence Line for Vertical Reaction at B, BY c) Influence Line for Positive Internal Shear Force just to the right of D, Veight d) Influence Line for Positive Internal Bending Moment at B, M, e) Maximum value of By...
Q2: Draw the influence lines for the members HC and CD of the truss shown in Fig. (2), and then determine the maximum tensile force that can be developed in member HC due to moving uniform distributed load of 3k/ft. 25% 18 с D 4@24-26 (2
22: Draw the influence lines for the members HC and CD of the truss shown in Fig. (2), and then determine the maximum tensile force that can be developed in member HC due to moving uniform distributed load of 3k/ft. 25% D
Problems 9.1 Compute the influence lines for the forces in the members AB, DI, IJ and CI of the truss shown in the figure. Live loads are transmitted to the top chord of the truss Is this a through- truss bridge or a deck truss bridge? Draw the influence lines in one page vertically aligned with the free-body diagram of the truss. Submit your computations in separate pages. 3 m 6 panels at 4 m-24 m
Q2: Draw the influence lines for the members HC and CD
of the truss shown in Fig. (2), and then determine the maximum
tensile force that can be developed in member HC due to moving
uniform distributed load of 3k/ft.
I need it in 30min or 1 h
Н 18 B D с L 424-96 Fig. (2)
Q2: Draw the influence lines for the members HC and CD of the truss shown in Fig. (2), and then determine the maximum tensile force that can be developed in member HC due to moving uniform distributed load of 3k/ft. 1.2 kft Pin 25 15ft 15k 2011 151 w 30 ft Fig. () Fig. (2) 10 2m 10 R S AGB B -1.5m +1.5 m 21 20 KN Ecom 40KN Fig. (3) Fig. (4) SO KN 200 N. Fig. (5)
AP4: Movable loads on the truss bridge shown cause vertical (downward) loading on the bottom chord oints (A G). Draw the influence line for the axial force in the following truss members: a) BH b) CD c) GL 20 ft
Q.3 For the non-parallel chord truss bridge shown in Fig. 3(a) (1) determine the influence lines for Fco, Fca and Fee: (2) The bridge is to be designed for the equivalent moving load detailed in Fig. 3(b). Compute the maximum tensile and compressive axial forces in member Cd. (Answer: Fcd max, T = 133.46 kN) L L P-115 kN JI ,-10 kN/m 4.5m 6@5m (Note that L2 may be varied or split up to achieve the desired effects, and that...
May 2017-16-Civ-A1 Page 5 of 7 (9) S. a) Loads move along beams at the top chord level of the truss shown below. Draw the influence lines for forces in members: U3L2 U3 U4 6m om n. Us For each influence line, calculate and indicate the value of the influence ordinate atthe ¼Mand ¾ points along the truss span. A vehicle, which is idealized as the uniformly distributed load over a length of 10 m., moves across the simple beam...
AP2: Beam AD is connected to a cable at C.: a) Draw the influence lines for the force in cable CE b) Draw the influence lines for the vertical reaction at support A c) Draw the influence lines for the moment at EB d) Determine the maximum absolute value of each response quantity from parts a) to c) if beam AD supports a 15-ton concentrated load and a movable/variable 1 kip/ft uniformly distributed live load. 6 4 43'
A B C D E F 8' 8' 8' 8' 8' civil engineering
Draw influence lines (show the values and locations for all key points) for the following: Karagi programoginta a) Influence Line for Vertical (upwards) Reaction at F, Fy b) Influence Line for Vertical Reaction at B, BY c) Influence Line for Positive Internal Shear Force just to the right of D, Veight d) Influence Line for Positive Internal Bending Moment at B, M, e) Maximum value of By...
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