Time: 75 minutes Group -B Design a simply supported rectangular reinforced concrete beam. Note: The self-weight of the beam is not included. Wu(L.L) Wu (D.L) Fc Wup.L Wu LL bar No. of Fy MPа MPa b h L Name (mm) (mm) (m) kN/m kN/m dia. layers 300 500 6.3 17 8.5 20 Two 28 420 ...

Time: 75 minutes Group -B Design a simply supported rectangular reinforced concrete beam. Note: The self-weight of the beam is not included. Wu(L.L) Wu (D.L) Fc Wup.L Wu LL bar No. of Fy MPа MPa b h L Name (mm) (mm) (m) kN/m kN/m dia. layers 300 500 6.3 17 8.5 20 Two 28 420 ...

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

Length and Length related Variables

Length can de defined as the measurement or extent of physical quantities or objects from one terminal to another terminal. Stone age humans used finger length, step length, and so on to measure the size or displacement of an object. Nowadays, depending on how precise the measurement requires to be and the object’s size is measured, we use measuring devices for measurements like rulers and steel tape. Most people have used a ruler or tape measure to measure a particular distance or the size of an object. For more precise measurements of tiny objects, the development of measurement tools such as the Vernier caliper, which permits us to measure dimensions within 1/1000 of an inch. In the last few decades, electronic distance measuring instruments (EDMI) have been implemented that permit us to measure distances from a few feet to many miles with reasonable accuracy.

Question

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Time: 75 minutes
Group -B
Design a simply supported rectangular reinforced concrete beam.
Note: The self-weight of the beam is not included.
Wu (L.L)
Wu (D.L)
h
b
L
b
h
L
Fc
WuD.L Wu LL bar No. of
Fy
MPa
MPa
Name
(mm) (mm) (m) kN/m kN/m dia. layers
300
500
6.3
17
8.5
20
Two
28
420

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Step 1: Loads

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Step 2: Design moment

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Step 3: Limiting depth of neutral axis

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Step 4: Actual depth of neutral axis

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Step 5: Determination of xu for Mu

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Step 6: Area of tension steel required

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