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Solve equations 1 and 2 shown below. All the values are given below please subsitute in the two equations and solve for P. The value of P must be in kips. Pls show all calculations along with units. Also solve for Wdl (I have put a question mark next to it under Given section), must be in PLF. thanks in advance will give a thumbs up and good rating. the same question was answered wrong last time, Sx was considered. u dont need Sx, Ma/ohm as a whole is 93k - ft. The value of P shouldnt be negative. That's why use proper units   Thats why use proper units

Solve equations 1 and 2 shown below. All the values are given below please subsitute in the two equations and solve for P. The value of P must be in kips. Pls show all calculations along with units. Also solve for Wdl (I have put a question mark next to it under Given section), must be in PLF. thanks in advance will give a thumbs up and good rating. the same question was answered wrong last time, Sx was considered. u dont need Sx, Ma/ohm as a whole is 93k - ft. The value of P shouldnt be negative. That's why use proper units   Thats why use proper units

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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Solve equations 1 and 2 shown below. All the values are given below please subsitute in the two equations and solve for P. The value of P must be in kips. Pls show all calculations along with units. Also solve for Wdl (I have put a question mark next to it under Given section), must be in PLF. thanks in advance will give a thumbs up and good rating. the same question was answered wrong last time, Sx was considered. u dont need Sx, Ma/ohm as a whole is 93k - ft. The value of P shouldnt be negative. That's why use proper units

 

Thats why use proper units

egn. Given :- L = 13'2" Trib width= 2' 102₂" Egn. 12 DL= 40 PSF Ma/52 = 93 kip-ft A max = 4/360 => 0.6" Wdl = 40PSFX 2'10/2 Ix = 204 in" 3 Solve the following equations :- 0 Ma/s ? PLF E = 29000 ksi Ma/= W₂ 1²/8 + PX 4/4 = Deflechon check :- Aman [From Alsc Table 3-2]. Substitute all given values from above and SOLVE FOR P; MUST BE IN KIPS. 5 WOLL" + P(L) ³ [From AISC Table 3-23] 384 EIx 48 E In. Amax = 0.6". Substitute all given values from above, and solve for P, must be in kips
Transcribed Image Text:egn. Given :- L = 13'2" Trib width= 2' 102₂" Egn. 12 DL= 40 PSF Ma/52 = 93 kip-ft A max = 4/360 => 0.6" Wdl = 40PSFX 2'10/2 Ix = 204 in" 3 Solve the following equations :- 0 Ma/s ? PLF E = 29000 ksi Ma/= W₂ 1²/8 + PX 4/4 = Deflechon check :- Aman [From Alsc Table 3-2]. Substitute all given values from above and SOLVE FOR P; MUST BE IN KIPS. 5 WOLL" + P(L) ³ [From AISC Table 3-23] 384 EIx 48 E In. Amax = 0.6". Substitute all given values from above, and solve for P, must be in kips
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