(a) One of the advantages of concrete is its high strength to weight ratio compared to other building materials such as structural steel and wood True or False (circle one) (b) A concrete with high compressive strength is typically more ductile than a low strength concrete True or False (circle one) (c) The tensile strength of a normal concrete is typically about 10 to 15% of its compressive strength True or False (circle one)

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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(a) One of the advantages of concrete is its high strength to weight ratio compared to
other building materials such as structural steel and wood
True or False (circle one)
(b) A concrete with high compressive strength is typically more ductile than a low
strength concrete
True or False (circle one)
(c) The tensile strength of a normal concrete is typically about 10 to 15% of its
compressive strength
True or False (circle one)
(d) According to ACI 318-19, the assumed rupture strain of concrete for design
purpose is
(e) The design compressive strength of concrete is determined
it is cast.
days after
(f) What is the minimum strain limit for Grade 100 steel bars to be considered as
tension-controlled according to ACI 318-19?
Ɛy_limit
Transcribed Image Text:(a) One of the advantages of concrete is its high strength to weight ratio compared to other building materials such as structural steel and wood True or False (circle one) (b) A concrete with high compressive strength is typically more ductile than a low strength concrete True or False (circle one) (c) The tensile strength of a normal concrete is typically about 10 to 15% of its compressive strength True or False (circle one) (d) According to ACI 318-19, the assumed rupture strain of concrete for design purpose is (e) The design compressive strength of concrete is determined it is cast. days after (f) What is the minimum strain limit for Grade 100 steel bars to be considered as tension-controlled according to ACI 318-19? Ɛy_limit
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