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N=2
F=220
LLUM The figure shows a three-part column ABC, securely attached to the floor and...
Three storey building A three-storey steel column in a building supports roof and floor loads as...
Three storey building A three-storey steel column in a building supports roof and floor loads as shown in the figure below. The storey height His 3 m, the cross-sectional area A of the column is 7500 mm2, and the modulus of elasticity of the steel is 200 GPa. Calculate the magnitude of the total shortening of the column, assuming P, = 1832 kN and P2 = 1681 kN, and P3 = 2196 kN. provide your answer in mm and to...
Please answer all parts to the question n = 0 Start writing on a new calculations...
Please answer all parts to the question
n = 0
Start writing on a new calculations page. A pin Jointed truss ABC is made from three 100 mm long members pin.jointed at their ends. A horizontal force Fy is applied at B. B F 100mm loomm А 100mm C Use Castigliano's theorem to calculate the VERTICAL displacement of Joint B. Use the following values for the parameters: 2 Every member has a cross section of A-200 mm Every member hos...
100 KN 150 mm 450 mm ΑΙ B G С The three cylinder rods made of...
100 KN 150 mm 450 mm ΑΙ B G С The three cylinder rods made of A-36 steel and have equal cross-sectional areas support a vertical load of 100kN as shown. The bar ABC is fully rigid. Determine: a) The force at A, B and C. b) The diameter of the rods consider safety factor of 1.5, rounded to the nearest even number. c) The displacement of point A, B, C. A 36 steel, Modulus of elasticity E = 200...
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...
A 3 m rigid bar AB is supported with a vertical translational spring at A and a pin at B The bar is subjected to a linearly varying distributed load with maximum intensity g Calculate the ver...
A 3 m rigid bar AB is supported with a vertical translational spring at A and a pin at B The bar is subjected to a linearly varying distributed load with maximum intensity g Calculate the vertical deformation of the spring if the spring constant is 700 kN/m. (ans: 21.43 mm) 2. A steel cable with a nominal diameter of 25 mm is used in a construction yard to lift a bridge section weighing 38 kN. The cable has an...
"Annexure B" ASSIGNMENT 2 DESIGN BRIEF Due to increasing pedestrian traffic of students travelling from halls of residence to the engineering block at one of its devised a...
"Annexure B" ASSIGNMENT 2 DESIGN BRIEF Due to increasing pedestrian traffic of students travelling from halls of residence to the engineering block at one of its devised a plan, which includes a new means of crossing a busy road safely and without causing traffic delay. A solution to protect student safety for crossing the busy road is to design and build a pedestrian bridge. This will eliminate traffic congestion and delays as well as eliminate conflict between pedestrians and motorists....
Three storey building A three-storey steel column in a building supports roof and floor loads as shown in the figure below. The storey height His 3 m, the cross-sectional area A of the column is 7500 mm2, and the modulus of elasticity of the steel is 200 GPa. Calculate the magnitude of the total shortening of the column, assuming P, = 1832 kN and P2 = 1681 kN, and P3 = 2196 kN. provide your answer in mm and to...
Please answer all parts to the question
n = 0
Start writing on a new calculations page. A pin Jointed truss ABC is made from three 100 mm long members pin.jointed at their ends. A horizontal force Fy is applied at B. B F 100mm loomm А 100mm C Use Castigliano's theorem to calculate the VERTICAL displacement of Joint B. Use the following values for the parameters: 2 Every member has a cross section of A-200 mm Every member hos...
100 KN 150 mm 450 mm ΑΙ B G С The three cylinder rods made of A-36 steel and have equal cross-sectional areas support a vertical load of 100kN as shown. The bar ABC is fully rigid. Determine: a) The force at A, B and C. b) The diameter of the rods consider safety factor of 1.5, rounded to the nearest even number. c) The displacement of point A, B, C. A 36 steel, Modulus of elasticity E = 200...
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...
A 3 m rigid bar AB is supported with a vertical translational spring at A and a pin at B The bar is subjected to a linearly varying distributed load with maximum intensity g Calculate the vertical deformation of the spring if the spring constant is 700 kN/m. (ans: 21.43 mm) 2. A steel cable with a nominal diameter of 25 mm is used in a construction yard to lift a bridge section weighing 38 kN. The cable has an...
"Annexure B" ASSIGNMENT 2 DESIGN BRIEF Due to increasing pedestrian traffic of students travelling from halls of residence to the engineering block at one of its devised a plan, which includes a new means of crossing a busy road safely and without causing traffic delay. A solution to protect student safety for crossing the busy road is to design and build a pedestrian bridge. This will eliminate traffic congestion and delays as well as eliminate conflict between pedestrians and motorists....
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