Reinforced Concrete Design, Civil Engineering

Assignment Help:

Design a continuous one-way solid slab supported on beams spaced at 4.2m o.c. the width of the beam is 300mm, leaving clear slab spans of 3.9. The slab carries a uniform DL= 6 KPa. Use f''c= 21Mpa, and the ACI coefficients. Show bar arrangement using straight bars for all top and bottom reinforcement.

Related Discussions:- Reinforced Concrete Design

Structural steel optimization, Topic request

Topic request

Tools of measerments, where i can get the tools of different types of mease...

where i can get the tools of different types of measerments of differents elements of construction?

Reason of skin reinforcement for deep beams, Question What is reason of sk...

Question What is reason of skin reinforcement for deep beams ? Answer In BS8110, it declares that secondary reinforcement have to be provided for beams greater than 750mm deep

Levelling, how to go about the collimation method.

how to go about the collimation method.

Concepts and definitions of thermodynamics, System A system (often cal...

System A system (often called a closed system) is any collectionof matter within a prescribed boundary, but no matter may enter or leave the system. Note 1. That the bo

Cumulative error, diffrence between cumilative compensative error

diffrence between cumilative compensative error

Explain the design criteria for sedimentation basin, Explain the Design Cri...

Explain the Design Criteria Sedimentation basin Surface Loading rate (or overflow rate), Vo = Q/A (flow rate/surface area) Detention time t or ? = V/Q (Volume /Flow rate)

Widening on curves, Widening on Curves: Pavements have to be widened ...

Widening on Curves: Pavements have to be widened on curves because of the fact that : (a) the vehicle has a wheel base and overhang on the front and rear, and the vehicle

Define the approach velocity, Define the Approach Velocity Typical prob...

Define the Approach Velocity Typical problems have negligible approach velocity. v 1 = Q/A, where A = the cross-sectional area of flow in the channel. The value is not the ve

Torsion, assumptions made in the simple torsion theory

assumptions made in the simple torsion theory

Write Your Message!

Name

Email id

Message

Verfication Code

Assured A++ Grade

Get guaranteed satisfaction & time on delivery in every assignment order you paid with us! We ensure premium quality solution document along with free turntin report!

Submit Assignment

User Account

All Pages