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3. A rectangular frame is subjected to a vertical distributed loads and a lateral load, determine...
Please give me detailed solution with FBD. ps. the distance in the image can be assumed as 1L,1L ...
please give me detailed solution with FBD.
ps. the distance in the image can be assumed as 1L,1L and 1L
thank you
1. The fixed-ended beam as shown in the following figure is subjected to uniformly distributed load q. Find the upper and lower bounds on q by considering mechanisms with plastic hinges at (a) A, B, and C; (b) A, C, and D; and (c) A, B, and D. A M м,в C 2M
1. The fixed-ended beam as...
A frame structure resists a horizontal load and vertical load as shown in figure below. If...
A frame structure resists a horizontal load and vertical load as shown in figure below. If the load factor is given 1.5, use the kinematic method to determine the plastic moment of the frame. Show the following collapse mechanism:- 51 a)Beam mechanism (10 marks) 2.5m b)Panel mechanism (10 marks) 10 B C 7m D A 5m
Questions 5-8 A steel frame shown below is subjected to combined uniformly distributed gravity load (w...
Questions 5-8
A steel frame shown below is subjected to combined uniformly distributed gravity load (w 2 kips/f) and a horizontal earthquake load of H-10 kips Both the beams and the columns are made of W12x120 section having a yield strength of F 45 ksi. The Young's modulus of steel s E-29,000 ksi. The distributed load w is used to simulate the self-weight of the beam, the load transferred from roof slab, as well addition superimposed dead loads. The self-weigh...
constitute academic offences. 1000 1. The frame shown at right is subjected to a vertical uniformly distributed loa...
constitute academic offences. 1000 1. The frame shown at right is subjected to a vertical uniformly distributed load, a horizontal point load and a counter-clockwise couple moment. Supports at A and B are pins, and point C is an internal pin. Determine the internal actions at point D. (20 marks) 5000 N-m M-4000 N-M V= 1000 N N-30P0 N T 2m Fi l0oa x 1000 N MAS 00(2)By)
constitute academic offences. 1000 1. The frame shown at right is subjected...
Consider a member with a rectangular cross section subjected to a compressive load P which is delivered through a rigid block on the upper end of the member as illustrated below. The upper end of the...
Consider a member with a rectangular cross section subjected to
a compressive load P which is delivered through a rigid block on
the upper end of the member as illustrated below. The upper end of
the member is free to rotate about both axis directions, but is
constrained from lateral deflection in one of the directions by the
rigid guide plates illustrated. The lower end is hinged and this
allows rotations about one axis direction only. Assume the member
is...
Problem 22. Two-story, one-bay unbraced frame shown below is subjected to gravitational dead and live loads...
Problem 22. Two-story, one-bay unbraced frame shown below is subjected to gravitational dead and live loads and wind lateral load. The columns are made of W18x65 (I,-1070 in , Ag- 19.1 in2, r-7.49 in, ry-1.69 in) and beams are made of W18x71 (1, 1170 in). The table below shows the moments at the ends of column 4-5 due to three load cases. The frame is fully braced in lateral direction. Use Grade50 steel Bending is about strong axis. All gravity...
Hw0642 Internal- The beam is subjected to the distributed loads shown and supported by a rocker...
Hw0642 Internal- The beam is subjected to the distributed loads shown and supported by a rocker at C and a pin at A. Point D is located half way between A and B. Point E is located half way between B and C. Make sure all internal effects (A, V, & M) on FBD's are drawn in the assumed positive direction Represent distributed loads as an equivalent point load, no need to solve for internal effects. 200 N/m 100 N/m...
Problem 2: Calculation of Support Reactions One frame of a single-story gable-roofed structure is shown below...
Problem 2: Calculation of Support Reactions One frame of a single-story gable-roofed structure is shown below with distributed loads due to wind. The supports at A and E are fixed, and hinges are present at joints B, C, and D. Determine the support reactions at A and E considering the wind load shown 1.5 kip/ft 1.5 kip/ft 9 ft 12 ft 2.8 kip/ftB 1.5 kip/ft 12 ft -30 ft
The simply supported beam of length L is subjected to uniformly distributed load of w and...
The simply supported beam of length L is subjected to uniformly distributed load of w and a vertical point load P at its middle, as shown in Figure Q3. Both young's modulus and second moment of area of this structure are given as E and I. Please provide your answers in terms of letters w, P,L,1, E. Self-weight of the beam is neglected. P W L/2 L/2 Figure Q3 (a) Determine the reactions, bending moment equation along the beam and...
Please use moment of distribution Structural analysis 3.The wood frame is subjected to the load of 6 kN. Determine the mo ments at the fixed joints A, B, and D. EI is constant pin 4m 4m 3.The...
Please use moment of distribution
Structural analysis
3.The wood frame is subjected to the load of 6 kN. Determine the mo ments at the fixed joints A, B, and D. EI is constant pin 4m 4m
3.The wood frame is subjected to the load of 6 kN. Determine the mo ments at the fixed joints A, B, and D. EI is constant pin 4m 4m
please give me detailed solution with FBD.
ps. the distance in the image can be assumed as 1L,1L and 1L
thank you
1. The fixed-ended beam as shown in the following figure is subjected to uniformly distributed load q. Find the upper and lower bounds on q by considering mechanisms with plastic hinges at (a) A, B, and C; (b) A, C, and D; and (c) A, B, and D. A M м,в C 2M
1. The fixed-ended beam as...
A frame structure resists a horizontal load and vertical load as shown in figure below. If the load factor is given 1.5, use the kinematic method to determine the plastic moment of the frame. Show the following collapse mechanism:- 51 a)Beam mechanism (10 marks) 2.5m b)Panel mechanism (10 marks) 10 B C 7m D A 5m
Questions 5-8
A steel frame shown below is subjected to combined uniformly distributed gravity load (w 2 kips/f) and a horizontal earthquake load of H-10 kips Both the beams and the columns are made of W12x120 section having a yield strength of F 45 ksi. The Young's modulus of steel s E-29,000 ksi. The distributed load w is used to simulate the self-weight of the beam, the load transferred from roof slab, as well addition superimposed dead loads. The self-weigh...
constitute academic offences. 1000 1. The frame shown at right is subjected to a vertical uniformly distributed load, a horizontal point load and a counter-clockwise couple moment. Supports at A and B are pins, and point C is an internal pin. Determine the internal actions at point D. (20 marks) 5000 N-m M-4000 N-M V= 1000 N N-30P0 N T 2m Fi l0oa x 1000 N MAS 00(2)By)
constitute academic offences. 1000 1. The frame shown at right is subjected...
Consider a member with a rectangular cross section subjected to
a compressive load P which is delivered through a rigid block on
the upper end of the member as illustrated below. The upper end of
the member is free to rotate about both axis directions, but is
constrained from lateral deflection in one of the directions by the
rigid guide plates illustrated. The lower end is hinged and this
allows rotations about one axis direction only. Assume the member
is...
Problem 22. Two-story, one-bay unbraced frame shown below is subjected to gravitational dead and live loads and wind lateral load. The columns are made of W18x65 (I,-1070 in , Ag- 19.1 in2, r-7.49 in, ry-1.69 in) and beams are made of W18x71 (1, 1170 in). The table below shows the moments at the ends of column 4-5 due to three load cases. The frame is fully braced in lateral direction. Use Grade50 steel Bending is about strong axis. All gravity...
Hw0642 Internal- The beam is subjected to the distributed loads shown and supported by a rocker at C and a pin at A. Point D is located half way between A and B. Point E is located half way between B and C. Make sure all internal effects (A, V, & M) on FBD's are drawn in the assumed positive direction Represent distributed loads as an equivalent point load, no need to solve for internal effects. 200 N/m 100 N/m...
Problem 2: Calculation of Support Reactions One frame of a single-story gable-roofed structure is shown below with distributed loads due to wind. The supports at A and E are fixed, and hinges are present at joints B, C, and D. Determine the support reactions at A and E considering the wind load shown 1.5 kip/ft 1.5 kip/ft 9 ft 12 ft 2.8 kip/ftB 1.5 kip/ft 12 ft -30 ft
The simply supported beam of length L is subjected to uniformly distributed load of w and a vertical point load P at its middle, as shown in Figure Q3. Both young's modulus and second moment of area of this structure are given as E and I. Please provide your answers in terms of letters w, P,L,1, E. Self-weight of the beam is neglected. P W L/2 L/2 Figure Q3 (a) Determine the reactions, bending moment equation along the beam and...
Please use moment of distribution
Structural analysis
3.The wood frame is subjected to the load of 6 kN. Determine the mo ments at the fixed joints A, B, and D. EI is constant pin 4m 4m
3.The wood frame is subjected to the load of 6 kN. Determine the mo ments at the fixed joints A, B, and D. EI is constant pin 4m 4m
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