None For the concrete column which2/2By using DDM for the design offlat slab, If Mo is equal to 8402/2has circular cross section and tiedkN.m then positive moment ininterior spans isof transverse reinforcement the:phi value(Ø) is0.9 O546 O0.85 O294 O0.75 O840 O0.65 O5400/2 The minimum longitudinal (main)bars diameter in RC column2/2In the case of a flat slab, themiddle strip is more critical thanshould be.the column strip16 mmTrue25 mm OFalse10 mm ONone of the above O0/2 To eliminate formwork in a certainThe spacing of bar in flat slabshould not be greater than0/2Building with relatively low appliedloads. It can use a flat plate type5 times the slab thicknessTrue2 times the slab thickness OFalse Oslab thickness O10 times the slab thicknessAccording to ACI limitation, ForDDM Method, minimum2/2continuous spans in each directionshall be2/2The Minimum number of mainbars used for circular column:reinforcement isFour OTwo C2 OThree O4 OFive C6 O8O O

Note: Hi! Thank you for the question As per the honour code, We’ll answer the first question since…

For the concrete column which 2/2 By using DDM for the design of flat slab, If Mo is equal to 84o 2/2 has circular cross section and tied of transverse reinforcement the kN.m then positive moment in :phi value(Ø) is interior spans is 0.9 O 546 O 0.85 O 294 O 0.75 O 840 0.65 O 540 0/2 The minimum longitudinal (main) In the case of a flat slab, the middle strip is more critical than 2/2 bars diameter in RC column should be .the column strip 16 mm True O 25 mm False O 10 mm None of the above 0/2 To eliminate formwork in a certain The spacing of bar in flat slab should not be greater than 0/2 Building with relatively low applied loads. It can use a flat plate type 5 times the slab thickness True O 2 times the slab thickness False O slab thickness O 10 times the slab thickness O 2/2 According to ACI limitation, For DDM Method, minimum continuous spans in each direction shall be 2/2 The Minimum number of main bars used for circular column :reinforcement is Four Two O 2 O Three 4 O Five O 6. o O O O O

For the concrete column which 2/2 By using DDM for the design of flat slab, If Mo is equal to 84o 2/2 has circular cross section and tied of transverse reinforcement the kN.m then positive moment in :phi value(Ø) is interior spans is 0.9 O 546 O 0.85 O 294 O 0.75 O 840 0.65 O 540 0/2 The minimum longitudinal (main) In the case of a flat slab, the middle strip is more critical than 2/2 bars diameter in RC column should be .the column strip 16 mm True O 25 mm False O 10 mm None of the above 0/2 To eliminate formwork in a certain The spacing of bar in flat slab should not be greater than 0/2 Building with relatively low applied loads. It can use a flat plate type 5 times the slab thickness True O 2 times the slab thickness False O slab thickness O 10 times the slab thickness O 2/2 According to ACI limitation, For DDM Method, minimum continuous spans in each direction shall be 2/2 The Minimum number of main bars used for circular column :reinforcement is Four Two O 2 O Three 4 O Five O 6. o O O O O

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Q1 (a) You are a resident engineer for a building construction project. One of your tasks is to participate in a joint-inspection for concreting activity. During the post-concrete inspection, you noticed that there was a water seepage in the first floor concrete slab, as shown in Figure Q1. Using general steps for the decision making process, propose the best solution to solve the problem.
True or false
find the total area of the figure
the another 6 members
Find the area of each. Then put it in square feet and square yards
Uge The Area- deflechien abor
What is an earth dam
Define percussion bits
What is geoid heigh?
PROBLEM 2 CLASSIFY IF STATICALLY DETERMINATE OR STATICALLY INDETERMINATE, STABLE OR UNSTABLE. IF INDETERMINATE, DETERMINE THE DEGREE OF INDETERMINANCY.
Explain Multiroller