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Calculate Newtons Oistance and fora metres. in in Table %o Ercor Left Reachon R Right Reochon RK Expaimental (N) Theorethical N) 6.9N 8.1N 9) Calculate the theorehical reachon f this s and also experinment draw Onel complete table and the face diagam. b Calculate the shear forces (SF) diagram ancl olraw the SF O Calculate the bending moment and Moments CBM). diagram draw the bendny memeab cliagram.

Calculate Newtons Oistance and fora metres. in in Table %o Ercor Left Reachon R Right Reochon RK Expaimental (N) Theorethical N) 6.9N 8.1N 9) Calculate the theorehical reachon f this s and also experinment draw Onel complete table and the face diagam. b Calculate the shear forces (SF) diagram ancl olraw the SF O Calculate the bending moment and Moments CBM). diagram draw the bendny memeab cliagram.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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a) The components of the apparatus were assembled by the technician. b) Firstly, weigh the aluminium beam given on the measuring scale, with a span of 1000mm. c) Place both spring balances with Newton readings on the left and right end of the frame. 2 d) Zero the two spring balances. e) Load the beam on both spring balances, at Omm from the left end of the beam and at 1000mm on the right end of the beam ) With the use of two metal hangers, place the one metal hanger was at 200mm from the left-hand side of the beam and at 100mm from the right-hand side of the beam, thereafter both hangers will be loaded with loads/weights g) Load left hanger with 400g and right hanger with 500g h) Read and record the readings from both the spring balances as left and right reactions in newtons (N). RESULTS 400g 603.7g 500g 200mm 100mm 500mm 1000mm RL RR Figure 3. Experimental Force diagram of a simply supported beam.
Transcribed Image Text:a) The components of the apparatus were assembled by the technician. b) Firstly, weigh the aluminium beam given on the measuring scale, with a span of 1000mm. c) Place both spring balances with Newton readings on the left and right end of the frame. 2 d) Zero the two spring balances. e) Load the beam on both spring balances, at Omm from the left end of the beam and at 1000mm on the right end of the beam ) With the use of two metal hangers, place the one metal hanger was at 200mm from the left-hand side of the beam and at 100mm from the right-hand side of the beam, thereafter both hangers will be loaded with loads/weights g) Load left hanger with 400g and right hanger with 500g h) Read and record the readings from both the spring balances as left and right reactions in newtons (N). RESULTS 400g 603.7g 500g 200mm 100mm 500mm 1000mm RL RR Figure 3. Experimental Force diagram of a simply supported beam.
Calculate fora Newtons Distance in and metres in Table %o Error Expeimental (N) Theorethicel (N) Left Reachon R Right Rpcchon RK 6.9N 8.1N Calculate the theorehical experianent reachon f this and also andl complete toble draw the foce diag.am. Calculate the dagram shear forces SF) and olraw the SF the bending 9 Calculate draua the bendliny momenb diagram. MOments CBM) and Cokulate ond exceed /o error 4 the Colo error the experimental Must theoretical reactions no.
Transcribed Image Text:Calculate fora Newtons Distance in and metres in Table %o Error Expeimental (N) Theorethicel (N) Left Reachon R Right Rpcchon RK 6.9N 8.1N Calculate the theorehical experianent reachon f this and also andl complete toble draw the foce diag.am. Calculate the dagram shear forces SF) and olraw the SF the bending 9 Calculate draua the bendliny momenb diagram. MOments CBM) and Cokulate ond exceed /o error 4 the Colo error the experimental Must theoretical reactions no.
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