For horizontal flexural member AB, determine the principal stresses and the maximum shear stress acting at points Hand K. Show these stresses on an appropriate sketch for each point. Point Bis located at the centroid of the cross section. Assume y, = 1100 mm, y2 = 32 mm, XH = 530 mm, Xx = 370 mm, X1 = 860 mm, x2 = 720 mm, w = 45 N/mm, P = 5250 N, b; = 56 mm, t; = 12 mm, a = 52 mm, d = 120 mm. X2 bf P ts H K B Н, К d XH XK On a FBD of the beam, assume the pin reactions in the positive coordinate directions and the two-force member in tension. Determine the external reactions for the beam loaded as shown. Answers: FAC = i ! kN, B, = 18.144 kN, B, - i kN. eTextbook and Media Hint Save for Later Attempts: 2 of 5 used Submit Answer

Elements Of Electromagnetics
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For horizontal flexural member AB, determine the principal stresses and the maximum shear stress acting at points Hand K.
Show these stresses on an appropriate sketch for each point. Point Bis located at the centroid of the cross section.
Assume y1 = 1100 mm, y2 = 32 mm, XH = 530 mm, xg = 370 mm, x1 = 860 mm, x2 = 720 mm, w = 45 N/mm, P = 5250 N, b; = 56
mm, t; = 12 mm, a = 52 mm, d = 120 mm.
X1
X2
bf
H
K
B
Н, К
d
XK
y1
a
On a FBD of the beam, assume the pin reactions in the positive coordinate directions and the two-force member in tension.
Determine the external reactions for the beam loaded as shown.
Answers: FAC = i
! kN, B, =
kN, By =
18.144
i
kN.
eTextbook and Media
Hint
Save for Later
Attempts: 2 of 5 used Submit Answer
Transcribed Image Text:For horizontal flexural member AB, determine the principal stresses and the maximum shear stress acting at points Hand K. Show these stresses on an appropriate sketch for each point. Point Bis located at the centroid of the cross section. Assume y1 = 1100 mm, y2 = 32 mm, XH = 530 mm, xg = 370 mm, x1 = 860 mm, x2 = 720 mm, w = 45 N/mm, P = 5250 N, b; = 56 mm, t; = 12 mm, a = 52 mm, d = 120 mm. X1 X2 bf H K B Н, К d XK y1 a On a FBD of the beam, assume the pin reactions in the positive coordinate directions and the two-force member in tension. Determine the external reactions for the beam loaded as shown. Answers: FAC = i ! kN, B, = kN, By = 18.144 i kN. eTextbook and Media Hint Save for Later Attempts: 2 of 5 used Submit Answer
Part 2
Your answer is partially correct.
Determine the internal forces and bending moment on a section at H. Assume the unknowns to be directed in their positive
directions.
Answers: FH =
18.144
kN, VH =
i
kN, MH =
i
! kN-m.
eTextbook and Media
Hint
Save for Later
Attempts: 1 of 5 used
Submit Answer
Transcribed Image Text:Part 2 Your answer is partially correct. Determine the internal forces and bending moment on a section at H. Assume the unknowns to be directed in their positive directions. Answers: FH = 18.144 kN, VH = i kN, MH = i ! kN-m. eTextbook and Media Hint Save for Later Attempts: 1 of 5 used Submit Answer
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