Wire BE: diameter = 3mm , E = 70Gpa , σ = 110MPa
Wire CD: diameter = 2mm, E = 210GPa, σ = 250Mpa
Both wires remain vertical despite displacement. Find maximum load P that can be applied on beam.
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Wire BE: diameter = 3mm , E = 70Gpa , σ = 110MPa
Wire CD: diameter...
A rigid beam AB is supported by a hinge at A and by a steel wire...
A rigid beam AB is supported by a hinge at A and by a steel wire CD, 2.50mm in diameter and 300mm long, as shown. With no load applied on the beam, the end B is 2mm above the contact point E. Determine the elongation of CD just to touch point E. For the steel wire, E=200GPa. Express your answer in mm and use two decimal places. D W = 40 kg 44 Steel wire 2.5 mm E=200 GPa 300...
Problem 3 The length of the 2 mm diameter steel wire CD has been adjusted so...
Problem 3 The length of the 2 mm diameter steel wire CD has been adjusted so that with no load applied, a gap of 1.5 mm exists between the end B of the rigid beam ACB and a contact point E. Knowing that E= 200 GPa, determine the distance x where a 20 kg block should be placed on the beam in order to cause contact between B and E. 250 mm 20 kg B 1.5 mm 80 mm
The 4-mm-diameter cable BC is made of a steel with E = 200 GPa. Knowing that...
The 4-mm-diameter cable BC is made of a steel with E = 200 GPa. Knowing that the maximum stress in the cable must not exceed 190 MPa and that the elongation of the cable must not exceed 5 mm, find the maximum load P that can be applied as shown. В 2.5 m P 3.5 m с -4.0 m
Problem 1: The rigid bar AD is supported by two thin stel wires of 0.0625.in. om...
Problem 1: The rigid bar AD is supported by two thin stel wires of 0.0625.in. om psi) and a pin and bracket at D. Knowing that the wires were initially taut, each w each wire when a 120-lb load P is applied at B, (b) the corresponding st displacement of points A, B and C, (d) vertical reaction at pin D. taut, determine (a) the tension in stress in each wire, (e) and the diameter (E-29 x 10 and the...
A timber [E = 1,800 ksi] beam is loaded and supported as shown. The cross section...
A timber [E = 1,800 ksi] beam is loaded and supported
as shown. The cross section of the timber beam is b = 4
in. wide and h = 7 in. deep. The beam is supported at
B by a 0.875-in.-diameter aluminum [E = 10,500
ksi] rod, which has no load before the distributed load is applied
to the beam. After a distributed load of w = 610 lb/ft is
applied to the beam, determine
(a) the force carried by...
. The rod has an E= 200 GPa. and a diameter of 54 mm. It is...
. The rod has an E= 200 GPa. and a diameter of 54 mm. It is used as a strut to support the beam. Determine the maximum intensity w of the uniform distributed load that can be applied to the beam without causing the strut to buckle. Take F.S. - 2 against buckling. :6 m- 3m Cinlar ame Pa (KL)
Two bars BC and CD of cross sectional areas 100 mm2 and 50 mm2 respectively rigidly connected at C and also to fixed wa...
Two bars BC and CD of cross sectional areas 100 mm2 and 50 mm2 respectively rigidly connected at C and also to fixed walls at their other ends as shown in Figure 4. Both bars are made of the same material having an elastic modulus E = 200 GPa and have the same length 0.5 m. An axial load P is applied at C (towards B) as shown in the figure. Find the maximum force P that can be safely...
5. (10pts) the 4-mm-diameter cable BC is made of a steel with E = 200 GPa...
5. (10pts) the 4-mm-diameter cable BC is made of a steel with E = 200 GPa as shown in Fig. 2. Knowing that the maximum stress in the cable must not exceed 190MPa and that the elongation of the cable must not exceed 6 mm, find the maximum load P that can be applied. -BQ 2.5 m P 3.5 m 14.0m Fig. 2
3- (SKMMIH3/SME2113) from plastic having modulus of elasticity, E-4.0GPa a) Bar ABCD shown in Figure Q3a is made The bar consists of three segments, AB, BC, and CD. Segment AB is hollow and segm...
3- (SKMMIH3/SME2113) from plastic having modulus of elasticity, E-4.0GPa a) Bar ABCD shown in Figure Q3a is made The bar consists of three segments, AB, BC, and CD. Segment AB is hollow and segments BC and CD are solids If the shortening (contraction) of bar ABCD is limited to 4.0 mm, determine the maximum allowable force P to be applied at C. (8 marks) 90 mm ΟΙ 00 mm 1080 min PL 500 mm 250 mm 250 mm Figure Q3a...
Required information The 4-mm-diameter cable BC is made of a steel with E= 200 GPa. Knowing...
Required information The 4-mm-diameter cable BC is made of a steel with E= 200 GPa. Knowing that the maximum stress in the cable must not exceed 200 MPa and that the elongation of the cable must not exceed 7 mm. Ifa - 3 m and b 4 m, find the allowable load P that can be applied as shown
A rigid beam AB is supported by a hinge at A and by a steel wire CD, 2.50mm in diameter and 300mm long, as shown. With no load applied on the beam, the end B is 2mm above the contact point E. Determine the elongation of CD just to touch point E. For the steel wire, E=200GPa. Express your answer in mm and use two decimal places. D W = 40 kg 44 Steel wire 2.5 mm E=200 GPa 300...
Problem 3 The length of the 2 mm diameter steel wire CD has been adjusted so that with no load applied, a gap of 1.5 mm exists between the end B of the rigid beam ACB and a contact point E. Knowing that E= 200 GPa, determine the distance x where a 20 kg block should be placed on the beam in order to cause contact between B and E. 250 mm 20 kg B 1.5 mm 80 mm
The 4-mm-diameter cable BC is made of a steel with E = 200 GPa. Knowing that the maximum stress in the cable must not exceed 190 MPa and that the elongation of the cable must not exceed 5 mm, find the maximum load P that can be applied as shown. В 2.5 m P 3.5 m с -4.0 m
Problem 1: The rigid bar AD is supported by two thin stel wires of 0.0625.in. om psi) and a pin and bracket at D. Knowing that the wires were initially taut, each w each wire when a 120-lb load P is applied at B, (b) the corresponding st displacement of points A, B and C, (d) vertical reaction at pin D. taut, determine (a) the tension in stress in each wire, (e) and the diameter (E-29 x 10 and the...
A timber [E = 1,800 ksi] beam is loaded and supported
as shown. The cross section of the timber beam is b = 4
in. wide and h = 7 in. deep. The beam is supported at
B by a 0.875-in.-diameter aluminum [E = 10,500
ksi] rod, which has no load before the distributed load is applied
to the beam. After a distributed load of w = 610 lb/ft is
applied to the beam, determine
(a) the force carried by...
. The rod has an E= 200 GPa. and a diameter of 54 mm. It is used as a strut to support the beam. Determine the maximum intensity w of the uniform distributed load that can be applied to the beam without causing the strut to buckle. Take F.S. - 2 against buckling. :6 m- 3m Cinlar ame Pa (KL)
Two bars BC and CD of cross sectional areas 100 mm2 and 50 mm2 respectively rigidly connected at C and also to fixed walls at their other ends as shown in Figure 4. Both bars are made of the same material having an elastic modulus E = 200 GPa and have the same length 0.5 m. An axial load P is applied at C (towards B) as shown in the figure. Find the maximum force P that can be safely...
5. (10pts) the 4-mm-diameter cable BC is made of a steel with E = 200 GPa as shown in Fig. 2. Knowing that the maximum stress in the cable must not exceed 190MPa and that the elongation of the cable must not exceed 6 mm, find the maximum load P that can be applied. -BQ 2.5 m P 3.5 m 14.0m Fig. 2
3- (SKMMIH3/SME2113) from plastic having modulus of elasticity, E-4.0GPa a) Bar ABCD shown in Figure Q3a is made The bar consists of three segments, AB, BC, and CD. Segment AB is hollow and segments BC and CD are solids If the shortening (contraction) of bar ABCD is limited to 4.0 mm, determine the maximum allowable force P to be applied at C. (8 marks) 90 mm ΟΙ 00 mm 1080 min PL 500 mm 250 mm 250 mm Figure Q3a...
Required information The 4-mm-diameter cable BC is made of a steel with E= 200 GPa. Knowing that the maximum stress in the cable must not exceed 200 MPa and that the elongation of the cable must not exceed 7 mm. Ifa - 3 m and b 4 m, find the allowable load P that can be applied as shown
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