5) With respected to the load effects, which combination of the followings is used to calculate the maximum deflection of RC flexure member ( ). A. standard combination of loads%; B. frequency combination of loads; C. quasi-permanent combination of loads ; D. accidental combination of loads. 6) For doubly reinforced RC beam, which statement is the applicable requirement of the bearing capacity calculation formulas for the balanced failure type ( ). A. x3 2 a¢and B. x£ 2 a¢and X£X, ; x 3 C. x3 2acand X£X, ; D. x£ 2 a¢and 7) What is the most effective influencing factor for the oblique section bearing capacity of concrete beam without web reinforcements (). A. stirrup ratio; C. shear span ratio; B. longitudinal reinforcement ratio; D. cover concrete width
5) With respected to the load effects, which combination of the followings is used to calculate the maximum deflection of RC flexure member ( ). A. standard combination of loads%; B. frequency combination of loads; C. quasi-permanent combination of loads ; D. accidental combination of loads. 6) For doubly reinforced RC beam, which statement is the applicable requirement of the bearing capacity calculation formulas for the balanced failure type ( ). A. x3 2 a¢and B. x£ 2 a¢and X£X, ; x 3 C. x3 2acand X£X, ; D. x£ 2 a¢and 7) What is the most effective influencing factor for the oblique section bearing capacity of concrete beam without web reinforcements (). A. stirrup ratio; C. shear span ratio; B. longitudinal reinforcement ratio; D. cover concrete width
Introductory Circuit Analysis (13th Edition)
13th Edition
ISBN:9780133923605
Author:Robert L. Boylestad
Publisher:Robert L. Boylestad
Chapter1: Introduction
Section: Chapter Questions
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Question
![5) With respected to the load effects, which combination of the followings is used to
calculate the maximum deflection of RC flexure member ( ).
A. standard combination of loads;
B. frequency combination of loads;
C. quasi-permanent combination of loads ;
D. accidental combination of
loads.
6) For doubly reinforced RC beam, which statement is the applicable requirement of
the bearing capacity calculation formulas for the balanced failure type (
).
A. x3 2 açand X X, ;
B. x£ 2a¢and X£X, ;
C. x3 2 açand x£X, ;
D. x£ 2 a¢and
x 3
X;
7) What is the most effective influencing factor for the oblique section bearing
capacity of concrete beam without web reinforcements (
).
A. stirrup ratio;
B. longitudinal reinforcement ratio;
C. shear span ratio;
D. cover concrete width](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F98c37f47-adf0-40f3-b9ec-ec1f4a0ad7f5%2F41c25f41-22bd-445f-885f-ad0b353d8fdc%2Fy8z88g_processed.jpeg&w=3840&q=75)
Transcribed Image Text:5) With respected to the load effects, which combination of the followings is used to
calculate the maximum deflection of RC flexure member ( ).
A. standard combination of loads;
B. frequency combination of loads;
C. quasi-permanent combination of loads ;
D. accidental combination of
loads.
6) For doubly reinforced RC beam, which statement is the applicable requirement of
the bearing capacity calculation formulas for the balanced failure type (
).
A. x3 2 açand X X, ;
B. x£ 2a¢and X£X, ;
C. x3 2 açand x£X, ;
D. x£ 2 a¢and
x 3
X;
7) What is the most effective influencing factor for the oblique section bearing
capacity of concrete beam without web reinforcements (
).
A. stirrup ratio;
B. longitudinal reinforcement ratio;
C. shear span ratio;
D. cover concrete width
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