What is the partial safety factor for combination of DL+LL for limit s – McqOptions

MCQOPTIONS

1.	What is the partial safety factor for combination of DL+LL for limit state of strength, where DL=Dead load, LL=imposed load?
A.	1.2
B.	1.0
C.	0.8
D.	1.5
Answer» E.

Discussion

No Comment Found

Related MCQs

What is the partial safety factor for imposed load in combination of DL+LL+AL , where DL=Dead load, WL=wind load, AL=Accidental load ?
What is the partial safety factor for dead load in combination of DL+ WL/EL for limit state of serviceability, where DL=Dead load, WL=wind load, EL=earthquake load ?
What is the partial safety factor for dead load in combination of DL+LL+WL/EL for limit state of serviceability, where DL=Dead load, LL=imposed load , WL=wind load, EL=earthquake load ?
Which of the following load combination is not possible?
What is the partial safety factor for combination of DL+LL for limit state of strength, where DL=Dead load, LL=imposed load?
Calculate the design wind pressure if the basic wind speed is 44 m/s, risk coefficient is 1, topography factor is 1, terrain is with closely spaced buildings and height of building(class A) = 20m .
Which of the following relation between design pressure, pz and design wind speed, Vz is correct?
Calculate design wind speed for a site in a city with basic wind speed of 50 m/s, risk coefficient =1, topography factor = 1, terrain is with closely spaced buildings and height of building (class A) = 15m.
Which of the following relation is correct for design wind speed (V<sub>z</sub>) and basic wind speed (V<sub>b</sub>) ?
Wind Pressure at any height of structure does not depend on _______