PPSC ASSISTANT DIRECTOR (O&M) PAST PAPER 09-08-2026
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چار آپشن میں سے کسی ایک پر کلک کرنے سے جواب سرخ ہو جائے گا۔
مٹی کی مضبوطی بنیادی طور پر کس وجہ سے ہوتی ہے؟
Cohesion
Adhesion
Friction
Permeability
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Explanation
The strength of clay is mainly due to cohesion Why Clay Has High Cohesion
Tiny particles: Clay particles are microscopic and flat, like tiny plates. Water films: Water molecules stick between these tiny plates. Electrostatic forces: Strong electrical charges pull the particles close to each other.
مٹی اور ریت کی تہوں والی اوور ہیڈ ٹینکی کے لیے موزوں بنیاد کون سی ہوگی؟
Isolated footing
Raft foundation
Strip foundation
Pile foundation
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Explanation
Raft Foundation: Spreads heavy, concentrated tank loads e venly across mixed soils to prevent uneven settling . Additional information
Isolated: Fails because concentrated point loads cause severe sinking on clay . Strip: Designed for continuous walls, not concentrated column loads. Pile: Only needed if the soil is extremely deep and completely unstable.
ری باؤنڈ ہیمر ٹیسٹ کس مقصد کے لیے استعمال کیا جاتا ہے؟
Determining the workability of concrete
Determining the compressive strength of concrete
Determining the setting time of cement
Determining the water-cement ratio
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Explanation
Rebound Hammer Test is a non-destructive test (NDT). Measures surfac e hardness and estimates concrete strength. Causes minimal damage to concrete. Checks concrete quality and uniformity . Also called the Schmidt Hammer Test.
کنارے کی بیم کس مقصد کے لیے فراہم کی جاتی ہے؟
Increasing the dead load of the slab
Supporting the edge of the slab and preventing excessive deflection
Reducing the thickness of the slab
Increasing the water-cement ratio
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Explanation
An edge beam is provided to support the edge of the slab and prevent excessive deflection. Controls deflection: Prevents sagging and bending of the perimeter. Distributes loads: Spreads wall weights evenly to the f oundation. Improves stiffness: Adds structural rigidity to the slab.
100 tiles
150 tiles
200 tiles
250 tiles
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Explanation
Plot area = 10 × 5 = 50 m^ 2
Tile size = 50 c m × 50 c m = 0.5 m × 0.5 m
Tile area = 0.5 × 0.5 = 0.25 m^ 2
Number of tiles = 50 ÷ 0.25
= 200
سلیب کے اس حصے کو کیا کہتے ہیں جس کی موٹائی زیادہ ہو؟
Drop panel
Waist slab
Rib
Lintel
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Explanation
A drop panel is a thickened section of a flat concrete slab around a column that helps support extra weight and heavy loads Additional information:
Waist slab: The main structural part of a stair. Rib: A narrow beam that supports a ribbed or joist floor. Lintel: A beam placed above a door or window opening.
پل کے ابٹمنٹ پر کس قسم کا مٹی کا دباؤ ہوتا ہے؟
Active earth pressure
Passive earth pressure
Earth pressure at rest
Hydrostatic pressure
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Explanation
A bridge abutment primarily experiences earth pressure at-rest. Rigid Structure: Bridge abutments ar e massive and tightly restrained . No Movement: The structure cannot tilt or slide away from the backfill . At-Rest Condition: Zero latera l displacement results in earth pressure at rest (K_0).
کنکریٹ کی قوامیت اور علیحدگی کو جانچنے کے لیے کون سا ٹیسٹ کیا جاتا ہے؟
Slump Test
Compression Test
Impact Test
Rebound Hammer Test
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Explanation
The Slump Test is used to measure the consistency/workability of fresh concrete. It indicates how easily concrete can b e mixed, placed, and compacted .
سلیب سے مٹی تک بوجھ منتقل ہونے کا درست راستہ کیا ہے؟
Slab → Beam → Column → Foundation → Soil
Slab → Column → Beam → Foundation → Soil
Slab → Foundation → Beam → Column → Soil
Slab → Soil → Foundation → Column → Beam
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Explanation
Loads are first carried by the slab. The slab transfers th e load to the beams . Beams transfer the load to the columns . Columns transfer the load to the foundation . The foundation finally transfers the load safely to the soil .
تین بُعدی فریم کے قبضہ دار جوڑ میں کتنے غیر معلوم ردِعمل ہوتے ہیں؟
3
4
5
6
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Explanation
3 equations of condition are added by an internal hinge in a 3D frame when 2 members meet . Formula: The exact number of releases is 3(m' - 1), where m' is the number of connected members. Action: It removes 3 rotational connections ( bending and twisting moments) but still passes 3 translational forces (pushing, pulling, and sliding forces ) Result: It reduces the total structural locking count (static indeterminacy) by 3 .