Reinforced Concrete Design, Civil Engineering

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.
Posted Date: 1/9/2015 7:14:25 AM | Location : Philippines







Related Discussions:- Reinforced Concrete Design, Assignment Help, Ask Question on Reinforced Concrete Design, Get Answer, Expert's Help, Reinforced Concrete Design Discussions

Write discussion on Reinforced Concrete Design
Your posts are moderated
Related Questions
A raft of size 4 m × 4 m carries a uniform load of 200 kN/m 2 . Using the point load approximation with four equivalent point loads, measure the stress increment at a point in the

Plants aeration period: Problem: What is the plant's aeration period? Solution The plant's aeration period is the number of hours that the wastewater is aerated

Change the model to take into account the variation in outdoor temperature for a "typical" day in the heating season based on the heat loss by the fabric and the heating of incomin


• Applied loads result in internal forces consisting of a shear force (from the shear stress distribution) and a bending moment (from the normal stress distribution) • Bending s

Water Bound Macadam: Water Bound Macadam (WBM) is a dense and compact course of a road pavement composed of stone aggregates held together by a film consisting of gravel or s

Q. Show the Functions of hydraulic jump? The usage of hydraulic jump in hydraulic engineering isn't uncommon and creation of such jumps has numerous purposes:  (i)  Its majo

Durability requirements for Concrete Even though the alkaline environment of concrete protects steel, carbonation of hydrated cement may decrease the effective protection. The

Explain the Statements about the Differential Levelling I.  Bench mark (BM) - relatively permanent point of known elevation as indicated on the Contract drawings  II. Back s

WHY WE ARE USING MAMENT OF INERTIA IN STRAIN ENERGY STRUCTURE