50, 75, 75, 75 50 AHA H W310x60 Calculate the maximum A36 Fy = 250, Fu = 400 service dead and live load of FIG. 1 the FIG. 1 shown considering plate and flange failure. The connection is 80% efficient, ALL EDGE DIST. = 50mm C. to C. DIST. = 75mm HHH6 therefore U = 0.80. PL240X12.7 PL240X12.7 A36 Fy = 250 MPa Fu = 400 M22 bolts 1o o o O o o oO %3D %3D %3D
50, 75, 75, 75 50 AHA H W310x60 Calculate the maximum A36 Fy = 250, Fu = 400 service dead and live load of FIG. 1 the FIG. 1 shown considering plate and flange failure. The connection is 80% efficient, ALL EDGE DIST. = 50mm C. to C. DIST. = 75mm HHH6 therefore U = 0.80. PL240X12.7 PL240X12.7 A36 Fy = 250 MPa Fu = 400 M22 bolts 1o o o O o o oO %3D %3D %3D
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
![W310x60
Calculate the maximum
A36 Fy = 250, Fu = 400
FIG. 1
service dead and live load of
the FIG. 1 shown considering
ALL EDGE DIST. = 50mm
C. to C. DIST. = 75mm
plate and flange failure. The
connection is 80% efficient,
therefore U = 0.80.
PL240×12.7
PL240X12.7
A36 Fy = 250 MPa
Fu = 400
O o O
M22 bolts](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F4f4d2d45-d878-4f05-8595-5790bbb938ac%2F43a1f32e-55ae-45c9-bb2e-2e014c916437%2Fje14krg_processed.jpeg&w=3840&q=75)
Transcribed Image Text:W310x60
Calculate the maximum
A36 Fy = 250, Fu = 400
FIG. 1
service dead and live load of
the FIG. 1 shown considering
ALL EDGE DIST. = 50mm
C. to C. DIST. = 75mm
plate and flange failure. The
connection is 80% efficient,
therefore U = 0.80.
PL240×12.7
PL240X12.7
A36 Fy = 250 MPa
Fu = 400
O o O
M22 bolts
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