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Day 47-Nov 7PWD-Tall building,slip form,precast,failure,CM intro

Total questions: 15

Worksheet time: 10mins

Name
Class
Date
1.

Tall buildings must primarily resist—

a)

Floor vibration

b)

Soil heave

c)

Wind and earthquake forces

d)

Noise

2.

In a framed structure, walls act mainly as—

a)

Load-bearing members

b)

Partition walls

c)

Lateral resisting core

d)

Foundation support

3.

Slip-form construction becomes unsafe when forms are lifted too rapidly because—

a)

Concrete sets faster

b)

Weight reduces

c)

Concrete may bulge at the bottom

d)

none

4.

Which jack provides more uniform upward movement in slip-form work?

a)

Pneumatic jack

b)

Screw jack

c)

Hydraulic jack

d)

Rack jack

5.

Which is NOT listed as a cause of foundation failure?

a)

Moisture withdrawal

b)

Lateral pressure

c)

Atmospheric action

d)

Use of RCC frame

6.

Forms used in precast construction can be reused many times.

a)

True

b)

False

7.

Slip-form construction is ideal for small horizontal structural components.

a)

True

b)

False

8.

Assertion (A): Damping systems are required in tall buildings. Reason (R): They help reduce wind-induced and seismic vibrations.

a)

Both A and R true; R explains A

b)

Both A and R true; R does not explain A

c)

A true; R false

d)

A false; R true

9.

Cladding consists of thin sheets used to ________ the structural frame.

a)

Isolate

b)

Enclose

c)

Stiffen

d)

none

10.

Statement 1-In earthquake-resistant design, buildings with irregular mass and stiffness distribution attract more seismic forces due to increased torsional effects during ground motion.

Statement 2-Retrofitting improves structural performance mainly by increasing the building’s ability to absorb and dissipate energy, which is a direct enhancement of its ductility.

a)

Both 1&2 are true

b)

Both 1&2 are false

c)

only 1 true

d)

only 2 true

11.

A tall building is supported by a (a)   , which carries floor and roof loads through columns to the foundation.

12.

Arrange the slip-form operations in correct sequence: 1. Slip-form assembly on base 2. Concrete filled 3. Concrete gains rigidity 4. Forms begin to lift

(a)  

13.

Masonry with lime mortar should not be raised more than ————-m per day.

(a)  

14.

In the Bar Chart Method, which of the following is a major limitation that makes it unsuitable for large projects?

a)

It requires high technical skills to draw

b)

Start and finish times cannot be represented

c)

Interrelationship between activities cannot be represented

d)

It cannot show duration of activities

15.

In a network diagram, an activity is represented by an arrow and must always begin and end with an (a)   .