B in Figure 1 is called:

Figure 1 shows that the depth of excavation is:

The Footing in Figure 1 is:

The columns in Figure 1 are:

How many main reinforcing bars are used in C-1 in Figure 2?

How many main reinforcing bars are used in C-2 in Figure 2?

How many main reinforcing bars are used in C-32 in Figure 2?

Columns in Figure 2 are what type of columns?

The minimum bars for tied columns per NSCP is:

S-1 in Figure 3 is:

S-2 in Figure 3 is:

S-3 in Figure 3 is:

S-4 in Figure 3 is:

S-5 in Figure 3 is:

S-6 in Figure 3 is:

The minimum thickness for S-1 shall not be less than 100mm and shall be at least___, whichever is larger:

The minimum thickness for S-3 shall not be less than 100mm and shall be at least:

The minimum thickness for S-4 shall neither be less than L/24 mm nor shall be less than:

The minimum concrete cover for S-1 shall be at least ____ if not exposed to weather and not in contact with the ground:

What do you call the top bars for S-1?

Per NSCP, the minimum diameter of reinforcements for S-6 both top and bottom bars, is:

Slabs are designed per

Slabs with no supporting beams are called:

Slabs are structural members subjected to

From Figure 4, which is more dangerous during an earthquake?

Which from Figure 4 gives the bigger chance of survival?

Which is the most probable consequence of fault during earthquake?

It is a sudden undulation of a portion of the earth’s crust with hypocenter and epicenter whose magnitude ranges from 1 to 12.

The risk of rupture during earthquake is high at: