19 for the threshold below, if fy = 300MPa, f = 30MPa - Find the minimum dimensions of the beam if it is not armed against shear. Use 26 d 1- Find the minimum effective depth ((d) when b = 200 mm and the beam is unarmored against shear. = 2V b c- Find the minimum depth () if mm Including the sill weight (W = 80kN/m). 6m -
19 for the threshold below, if fy = 300MPa, f = 30MPa - Find the minimum dimensions of the beam if it is not armed against shear. Use 26 d 1- Find the minimum effective depth ((d) when b = 200 mm and the beam is unarmored against shear. = 2V b c- Find the minimum depth () if mm Including the sill weight (W = 80kN/m). 6m -
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![19 for the threshold below, if fy = 300MPa, f = 30MPa
- Find the minimum dimensions of the beam if it is not armed against shear. Use 26 d
1- Find the minimum effective depth ( (d) when b = 200 mm and the beam is unarmored against shear.
= 2V b
c- Find the minimum depth ( ) if mm
Including the sill weight (W
V
-
= 80kN/m).
6m](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F6930a0ea-1e9e-4a46-b505-f2e09900c65f%2F20c53ae4-6844-4e4e-8f1c-24a7d46990f6%2F36i47pu_processed.jpeg&w=3840&q=75)
Transcribed Image Text:19 for the threshold below, if fy = 300MPa, f = 30MPa
- Find the minimum dimensions of the beam if it is not armed against shear. Use 26 d
1- Find the minimum effective depth ( (d) when b = 200 mm and the beam is unarmored against shear.
= 2V b
c- Find the minimum depth ( ) if mm
Including the sill weight (W
V
-
= 80kN/m).
6m
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Step 1: Width of beam is given and assume rectangular beam section and clear cover of 45 nd use lsm approach
VIEWStep 2: To keep beam unarmored against shear, the max shear force must be less than permissible shear for M3
VIEWStep 3: Max shear force obtained at supports will be used and total depth of beam is obtained.
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