Problem. A DRCB w/10mm stirrups spaced @ 150mm o.c. is subjected to loads as shown. Required: Adequacy of the DRCB against deflection & shear based on USD-NSCP 2010. Draw V & M diagram. Use: fy=41A Mpa; fc²=3C Mpa; sc=70 mm; Use the last 4 digits of your number: ***ABCD (If make it one)

Problem. A DRCB w/10mm stirrups spaced @ 150mm o.c. is subjected to loads as shown. Required: Adequacy of the DRCB against deflection & shear based on USD-NSCP 2010. Draw V & M diagram. Use: fy=41A Mpa; fc²=3C Mpa; sc=70 mm; Use the last 4 digits of your number: ***ABCD (If make it one)

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

Number: 3787

A
DL= 2A KN/m & LL=3B KN/m
6.D0 m
B
3C0
2Ammo REBARS
SECTION OF SRCB
(Units in mm)
6B0
4-2Ammø REBARS

Problem. A DRCB w/10mm stirrups spaced @ 150mm o.c. is subjected to loads as shown.
Required: Adequacy of the DRCB against deflection & shear based on USD -NSCP 2010. Draw V & M
diagram. Use: fy= 41A Mpa; fc'=3C Mpa; sc=70 mm; Use the last 4 digits of your number: ***ABCD (If
zero make it one).

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Step 4 Calculation of Bending Moment

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