Minimum design dead load for a 6mm floor fill (sand). a 0.015 kPa b. 0.023 kPa C. 0.0017 kPa D. 00.90 kPa 2.The performance characteristics commonly of interest in the design of structures are the following except: a. Stresses B. Deflections c. Support Reactions d. Loading Condition 3. These structures are composed of straight members connected at their ends by hinged connections to form a stable configuration
1. Minimum design dead load for a 6mm floor fill (sand).
a 0.015 kPa
b. 0.023 kPa
C. 0.0017 kPa
D. 00.90 kPa
2.The performance characteristics commonly of interest in the design of structures are the following except:
a. Stresses
B. Deflections
c. Support Reactions
d. Loading Condition
3. These structures are composed of straight members connected at their ends by hinged connections to form a stable configuration
a.Rigid Frames
b. Beams
c. Trusses
D. Slabs
4. It is the portion of the slab area whose load is carried by a particular member.
a. One-way system
b. Two-way system
C.Tributary width
d. Tributary area
5. These are the actions of other bodies on the structure under consideration.
a. Internal Forces
b. External Forces
C.Support Reactions
d. Couple Moment
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