MCQs of Ductile Detailing (Earthquake Engineering - 3160621)

Earthquake Engineering (3160621) MCQs

MCQs of Ductile Detailing

Showing 11 to 15 out of 15 Questions

11.

At the near face of a column in a beam, the spacing of stirrups not more than ______ and ________ times beam bar diameter.

(a)	d/4, 8
(b)	d/4, 6
(c)	d/2, 8
(d)	d/2, 6

12.

A center of the beam, the spacing of stirrups not more than _______.

(a)	d
(b)	2d
(c)	d/2
(d)	3d

13.

________ is an essential attribute of an earthquake-resistant design of a structure that serves as a shock absorber in a structure and reduces the transmitted force to one that is sustainable.

(a)	Elasticity
(b)	Ductility
(c)	Plasticity
(d)	All of the above.

14.

For all buildings which are more than 3 stories in height, the minimum grade of concrete shall be _________.

(a)	M15
(b)	M20
(c)	M25
(d)	None of the above.

15.

The factored axial stress on the flexural member under earthquake loading shall not exceed _______.

(a)	$0.1 f_{c k}$
(b)	$0.2 f_{c k}$
(c)	$0.15 f_{c k}$
(d)	$0.25 f_{c k}$

Showing 11 to 15 out of 15 Questions