calculation of one element bridge slabasphalthS₂210cmонотLnslapalongitudinal Sectionasphalt10.50~ Transverse SectionStrength of re bars = 40000kg/cm²Strength of concrete =250kg/cm²calculate :-0.4011. area of longitunal rebars.2. area of transverse bars.3. area of termal rebars.4. area of edge beam rebars.30cmLRчтaS0.4 0.40

Given :- Strength of rebars () = Strength of concrete () = Length of the…

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of longitunal rebars. 1. area 2-area of transverse bars. 3. area of termal rebars. 4. area of edge beam rebars.

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

Methods to Determine Vertical Stress

The load applied to the soil is transferred to the underground. The presence of water at soil pores and solid grains above the soil are the primary components that are responsible for the effective load transfer. Due to the load acting, the internal component of the soil or the underground formations undergoes deformations or a tectonic shift. The amount of deformation depends upon the amount of load acting on the soil surface, which indeed, depends on the weight of everything present above the soil. Due to this, the underground soil element develops internal stresses which try to resist the tectonic changes.

Question

calculation of one element bridge slab
asphalth
S₂
210cm
онот
Ln
slap
a
longitudinal Section
asphalt
10.50
~ Transverse Section
Strength of re bars = 40000kg/cm²
Strength of concrete =250kg/cm²
calculate :-
0.401
1. area of longitunal rebars.
2. area of transverse bars.
3. area of termal rebars.
4. area of edge beam rebars.
30cm
LR
чт
a
S
0.4 0.40

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