A 30 Points The Effective Net Area B 2 Points The Lrfd Design Strength C 2 Points The Asd Design Strength D 1 1 (36.11 KiB) Viewed 55 times
The section shown carries a total service load of 400 with a dead to live load wind to seismic load ratio of 2:3:1:1. If the tension member has a length of 3meters and A36 steel. Determine the
1. effective net area
2. the LFRD design strength
3. ASD design strength
4 Is the section adequate?
USE SECTION C15X33. 9 and USE the value lf S=65.
a. (30 points) The effective net area b. (2 points) The LRFD design strength c. (2 points) The ASD design strength d. (1 point) is the section adequate? 50 mm vz 75mm 91 g2 75mm 50mm- Note: g, and gz has a ratio of 10:9.
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