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
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question
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](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fec3cf675-1823-466b-92f2-680df77de3ba%2F64831e17-f1fb-423e-a213-1ccf88f77717%2Fuzeoqg4_processed.jpeg&w=3840&q=75)
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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