eT 019s of laups se asnela Jealoglan Section 17.3 Combined Axial and numbe Bending Stresses 17.3 A 1-in.-by-4-in. steel bar is subjected to the loads shown. Calculate the combined stresses at points A and B. 10) spiriqu nib aidoM est bas 8. de Istron antelo to bodisca stensils at jot A gribsol laixaid sol bra la 4" B no 11 vbod 200ftion 25" al stressed cle P₂ = 1200 lb Isidorg ne8 Isixel8 S.VI moitos2 P₁ = 12,000 lb (axial load) (262) me
eT 019s of laups se asnela Jealoglan Section 17.3 Combined Axial and numbe Bending Stresses 17.3 A 1-in.-by-4-in. steel bar is subjected to the loads shown. Calculate the combined stresses at points A and B. 10) spiriqu nib aidoM est bas 8. de Istron antelo to bodisca stensils at jot A gribsol laixaid sol bra la 4" B no 11 vbod 200ftion 25" al stressed cle P₂ = 1200 lb Isidorg ne8 Isixel8 S.VI moitos2 P₁ = 12,000 lb (axial load) (262) me
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:eT 019s of laups se analgesiogin
Section 17.3 Combined Axial and numbe
Bending Stresses
17.3 A 1-in.-by-4-in. steel bar is subjected to the loads shown.
Calculate the combined stresses at points A and B.
10) spiriqu
hip atdoM est bas 8.
to borlisca sismisils
yo no got
16sda
Ismon antalo
B
ezte Isene
al sole
A
gnibaol laixaid sol bus la
4"
25"
a sh
no si vbod
P₂ = 1200 lb
ned sixel8 S.VI moitos2
P₁ = 12,000 lb (axial load)
(262) me
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