Replace GHI with ABC.Use NSCP 2015. Show complete solution and neat handwriting. FLEXURAL ANALYSIS ON BEAMSO FLANGE SECTIONS2.5 mExample 1: As shown in the figure, beam GHI is reinforced as followsABSa) What is the nominal moment capacity of beam GHI based on its2.5 mflexural reinforcement at supports?*BCb) What is the factored moment capacity of beam GHĨ at the2.5 mmidspan?c) If the ultimate load on beam GHI is 60KN/m, calculate the design6 m6 mpositive moment. O FLANGE SECTIONSExample 1: As shown in the figure, beam GHI is reinforced as followsDimensions:Main reinforcement at supports:Beam = 350mm x 400mmTop bars5-20 mm diaSlab thk = 100mmBottom bars3-20 mm diaColumn Section = 350mm x 350mmMain reinforcement at midspan:Clear concrete cover = 40mmTop bars.3-20mm diaBottom bars..3-20mm diaLateral ties.10mm dia2.5 mMaterial Strength:Concrete:fc= 27.5 MPa2.5 mSteel: fy = 415 MPa (Main bars)2.5 m6 m6 m

Given: b = 350 mm h = 400 mm cover = 40 mm Reinforcements at supports: Tension zone = 5 #20 mm…

FLEXURAL ANALYSIS ON BEAMS FLANGE SECTIONS Example 1: As shown in the figure, beam GHI is reinforced as follows ABC a) What is the nominal moment capacity of beam GHI based on its flexural reinforcement at supports? *BC What is the factored moment capacity of beam GHI at the midspan? ABC If the ultimate load on beam GHI is 60KN/m, calculate the design positive moment. b) 2.5 m 2.5 m 2.5 m D G 6m 6m

FLEXURAL ANALYSIS ON BEAMS FLANGE SECTIONS Example 1: As shown in the figure, beam GHI is reinforced as follows ABC a) What is the nominal moment capacity of beam GHI based on its flexural reinforcement at supports? *BC What is the factored moment capacity of beam GHI at the midspan? ABC If the ultimate load on beam GHI is 60KN/m, calculate the design positive moment. b) 2.5 m 2.5 m 2.5 m D G 6m 6m

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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Concept explainers

Bars

In civil engineering, bars refer to steel reinforcement bars or rebars. These are structural members primarily used for reinforcement purposes in masonry works. A bar is characterized by its cross-sectional area, which is negligible compared to its length. Bars are usually manufactured by steel which is uniform throughout the length, or by meshing multiple steel wires. Other materials of the bar include carbon steel, glass fiber, carbon fiber, and basalt fiber. The reinforcing bars are coated with epoxy resins and other materials to enhance some of their properties including corrosion resistance.

Question

Replace GHI with ABC.

Use NSCP 2015. Show complete solution and neat handwriting.

FLEXURAL ANALYSIS ON BEAMS
O FLANGE SECTIONS
2.5 m
Example 1: As shown in the figure, beam GHI is reinforced as follows
ABS
a) What is the nominal moment capacity of beam GHI based on its
2.5 m
flexural reinforcement at supports?
*BC
b) What is the factored moment capacity of beam GHĨ at the
2.5 m
midspan?
c) If the ultimate load on beam GHI is 60KN/m, calculate the design
6 m
6 m
positive moment.

O FLANGE SECTIONS
Example 1: As shown in the figure, beam GHI is reinforced as follows
Dimensions:
Main reinforcement at supports:
Beam = 350mm x 400mm
Top bars
5-20 mm dia
Slab thk = 100mm
Bottom bars
3-20 mm dia
Column Section = 350mm x 350mm
Main reinforcement at midspan:
Clear concrete cover = 40mm
Top bars.
3-20mm dia
Bottom bars..
3-20mm dia
Lateral ties.
10mm dia
2.5 m
Material Strength:
Concrete
:fc= 27.5 MPa
2.5 m
Steel
: fy = 415 MPa (Main bars)
2.5 m
6 m
6 m

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