2. From the figure below shown, diameter of holes is 20 mm. Steel plates is made up of 10 mm x 250 mm with staggered sections in the accompanying figure. Fy= 248.8 MPa Fu = 449. 3 MPa 50 50 50 50 50 50 60 75 250 a. Compute the net area An for the plate. Use LRFD b. Compute the design strength of the connection base on LRFD c. Compute the maximum value of service load T when A 36 is used. The Live load is four times the dead load and the wind load is one fourth of the Dead load.

Structural Analysis
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ISBN:9781337630931
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Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Please answer the problem attached image. Thank you very much.ASAP.

2. From the figure below shown, diameter of holes is 20 mm. Steel plates is made up of 10 mm x
250 mm with staggered sections in the accompanying figure.
Fy 248.8 MPa
Fu = 449. 3 MPa
50
50
50
50
50
¹50 60
75
250
a. Compute the net area An for the plate. Use LRFD
b. Compute the design strength of the connection base on LRFD
c. Compute the maximum value of service load T when A 36 is used. The Live load is four times
the dead load and the wind load is one fourth of the Dead load.
Transcribed Image Text:2. From the figure below shown, diameter of holes is 20 mm. Steel plates is made up of 10 mm x 250 mm with staggered sections in the accompanying figure. Fy 248.8 MPa Fu = 449. 3 MPa 50 50 50 50 50 ¹50 60 75 250 a. Compute the net area An for the plate. Use LRFD b. Compute the design strength of the connection base on LRFD c. Compute the maximum value of service load T when A 36 is used. The Live load is four times the dead load and the wind load is one fourth of the Dead load.
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