Beam BE is simply supported at B and E. Given: S = 2.6 m; L = 5.3 m; h 400 mm Effective cover to centroid of steel reinforcement = 75 mm Material Strength: Concrete, fe' = 20.7 MPa Steel, f Steel, fw (stirrups) t = 100 mm (slab thickness) b= 250 mm (for all beams) Girder Unit weight of concrete = 23.6 kN/m¹ Super imposed dead load = 2.6 kPa (slab weight not included) Live load 3.6 kPa Beam strength, U= 1.2D+ 1.6L Allowable shear stress, v. 0.77 MPa L (Main reinforcement) = 415 MPa 275 MPa Beams As' As Fig. RC-RE4004 Problem 13 Which of the following gives the span moment (Nm) at beam BE? a. 98.5 b. 64.5 c. 71.1 d. 178.5

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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grupit
Beam BE is simply supported at B and E.
Given:
S
Effective cover to centroid of steel reinforcement = 75 mm
Material Strength:
S
S = 2.6 m;
L = 5.3 m;
h 400 mm
B
Concrete, fe' = 20.7 MPa
Steel, f (Main reinforcement) = 415 MPa
Steel, f (stirrups) = 275 MPa
Unit weight of concrete = 23.6 kN/m³
Super imposed dead load = 2.6 kPa (slab weight not included)
Live load = 3.6 Ra
t = 100 mm (slab thickness)
b = 250 mm (for all beams)
Beam strength, U= 1.2D + 1.6L
Allowable shear stress, V = 0.77 MPa
Girder
L
Beams
E
F
Fig. RC-RE4004
As'
Problem 13 Which of the following gives the span moment (kN-m) at beam BE?
a. 98.5
b. 64.5
c. 71.1
d. 178.5
Transcribed Image Text:grupit Beam BE is simply supported at B and E. Given: S Effective cover to centroid of steel reinforcement = 75 mm Material Strength: S S = 2.6 m; L = 5.3 m; h 400 mm B Concrete, fe' = 20.7 MPa Steel, f (Main reinforcement) = 415 MPa Steel, f (stirrups) = 275 MPa Unit weight of concrete = 23.6 kN/m³ Super imposed dead load = 2.6 kPa (slab weight not included) Live load = 3.6 Ra t = 100 mm (slab thickness) b = 250 mm (for all beams) Beam strength, U= 1.2D + 1.6L Allowable shear stress, V = 0.77 MPa Girder L Beams E F Fig. RC-RE4004 As' Problem 13 Which of the following gives the span moment (kN-m) at beam BE? a. 98.5 b. 64.5 c. 71.1 d. 178.5
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