61 V = 51 N- 48 K 1,5 m 1.5 m 3 m 5 m 180 mm 21 221 = h, 18 тт h2. bị %3D 21
61 V = 51 N- 48 K 1,5 m 1.5 m 3 m 5 m 180 mm 21 221 = h, 18 тт h2. bị %3D 21
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
Related questions
Question
For the following structure, represent Mohr's Circle at point K of the structure and point
Section P, demonstrating the following steps:
a) Effort diagram;
b) Calculation of the geometric properties of the section;
c) Calculation of stresses (Normal, Bending and Shear);

Transcribed Image Text:V = 51
61
N- 48
K
1,5 m 1,5 m
3 m
5 m
180 mm
521
t
221 = h1
18 тm
b1
221
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Explore an expertly crafted, step-by-step solution for a thorough understanding of key concepts.
Step 1 reaction and shear force calculation at location K
VIEWStep 2 BMD and bending moment calculation at location K
VIEWStep 3 geometrical property of section centriodal distancee from bottom and moment of inertia
VIEWStep 4 bending stress at location K
VIEWStep 5 normal stress at K
VIEWStep 6 shear stress calculation at k
VIEWStep 7
VIEWStep 8 mohr circle
VIEWStep by step
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