NEW
Font size
WorksheetsCHAPTER 2 : SUPER STRUCTURE
Total questions: 12
Worksheet time: 6mins
FACTOR THAT NOT DETERMINE THE SIZE OF COLUMN
NO OF STOREY
LOADING
POSITION
SAFETY
CONCRETE IS HIGH IN COMPRESSION BUT LOW IN
HYDROSTATIC STRENGTH
GRAVITY STREGTH
TENSILE STRENGTH
LATERAL STRENGTH
WHICH OF THESE IS NOT A 4 TYPE OF BEAM
T-BEAM
SIMPLE BEAM
CANTILEVER BEAM
L BEAM
THIS IMAGE IS THE EXAMPLE OF
FLEXURAL FAILURE
SHEAR FAILURE
BUCKLING FAILURE
COMPRESSION FAILURE
THIS TYPE OF BEAM ONLY HAVE BEAMS SPANNING IN ONE DIRECTION
ONE WAY SPINNING SLAB
TWO WAY SPANNING SLAB
TWO WAY SPINNING SLAB
ONE WAY SPANNING SLAB
THIS FLOORING ONLY SUITABLE FOR LIGHTWEIGHT STRUCTURE AND ALL THE SERVICES ARE EXPOSED
WAFFLE FLOOR
FLAT PLATE FLOOR
FLAT SLAB FLOOR
RIBBED FLOOR
DISADVANTAGES OF THIS FLOORING SYSTEM IS THAT THERE ARE A RESTRICTION IN SERVICE INSTALLATION
RIBBED SLAB
FLAT SLAB
WAFFLE SLAB
FLAT PLATE
MINIMUM SLOPE/INCLINATION OF THE FLAT ROOF SHOULD BE LESS THAN...
5 DEGREE
10 DEGREE
15 DEGREE
20 DEGREE
DEAD LOAD IS
LOAD OF THE DEAD
FURNITURE LOAD
STRUCTURE LOAD
OCCUPANT LOAD
COLUMN SIZE : 1,000MM AND THE HEIGHT : 10,000MM THE COLUM WILL FALL UNDER THE CATEGORY
FAT COLUMN
LONG COLUMN
SLENDER COLUMN
SHORT COLUMN
THIS IMAGE IS AN EXAMPLE OF
BUCKLING FAILURE
SHEAR FAILURE
COMPRESSION FAILURE
FLEXTURAL FAILURE
WHICH OF THESE IS NOT THE FACTOR TO CONSIDER BEFORE DECIDING THE COLUMN POSITION
SIZE
BEAM
DISTANCE
ALIGNMENT
