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 x250 mm with staggered sections in the accompanying figure.Fy 248.8 MPaFu = 449. 3 MPa5050505050¹50 6075250a. Compute the net area An for the plate. Use LRFDb. Compute the design strength of the connection base on LRFDc. Compute the maximum value of service load T when A 36 is used. The Live load is four timesthe dead load and the wind load is one fourth of the Dead load.

Answered: Image /qna-images/answer/60247812-3f93-4e79-8cfb-c5090ab13c23.jpg

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.

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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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