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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
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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For the concrete column which 2/2 By using DDM for the design of flat slab, If Mo is equal to 840 2/2 has circular cross section and tied kN.m then positive moment in interior spans is of transverse reinforcement the :phi value(Ø) is 0.9 O 546 O 0.85 O 294 O 0.75 O 840 O 0.65 O 540 0/2 The minimum longitudinal (main) bars diameter in RC column 2/2 In the case of a flat slab, the middle strip is more critical than should be .the column strip 16 mm True 25 mm O False 10 mm O None of the above O 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 2 times the slab thickness O False O slab thickness O 10 times the slab thickness According to ACI limitation, For DDM Method, minimum 2/2 continuous spans in each direction shall be 2/2 The Minimum number of main bars used for circular column :reinforcement is Four O Two C 2 O Three O 4 O Five C 6 O 8 O O
Transcribed Image Text:For the concrete column which 2/2 By using DDM for the design of flat slab, If Mo is equal to 840 2/2 has circular cross section and tied kN.m then positive moment in interior spans is of transverse reinforcement the :phi value(Ø) is 0.9 O 546 O 0.85 O 294 O 0.75 O 840 O 0.65 O 540 0/2 The minimum longitudinal (main) bars diameter in RC column 2/2 In the case of a flat slab, the middle strip is more critical than should be .the column strip 16 mm True 25 mm O False 10 mm O None of the above O 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 2 times the slab thickness O False O slab thickness O 10 times the slab thickness According to ACI limitation, For DDM Method, minimum 2/2 continuous spans in each direction shall be 2/2 The Minimum number of main bars used for circular column :reinforcement is Four O Two C 2 O Three O 4 O Five C 6 O 8 O O
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