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Free RCC Design Test 1

-: Symbols & Description :-

(નિશાનીઓ અને તેનું વર્ણન)

-: Instructions :-

(સૂચનાઓ)

1. Click On Full Screen Mode (¤) From Corner For Best Test Experience

(બેસ્ટ ટેસ્ટ અનુભવ માટે ખૂણામાં આપેલ ફૂલ સ્ક્રીન મોડ (¤) ઉપર ક્લિક કરો)

2. Use Navigation Bar For Jumping Forward or Backward To Any Question

(કોઈ પણ પ્રશ્ન ઉપર જવા માટે નેવિગેશન બારનો ઉપયોગ કરવો)

3. Submit Test Button Will Be Only Visible At The Last Question

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4. Don't Forget To Give Your Rating & Review At The End Of Test

(ટેસ્ટ પૂરી થયા પછી રેટિંગ & રિવ્યુ આપવાનું ભુલશો નહીં)

"BEST OF LUCK"

[Click On Full Screen Mode (¤) From Corner For Best Test Experience]

(બેસ્ટ ટેસ્ટ અનુભવ માટે ખૂણામાં આપેલ ફૂલ સ્ક્રીન મોડ (¤) ઉપર ક્લિક કરો)

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Your Name

1 / 10

Category: Class 3 RCC design

If Xu/d is greater than the limiting value, then section is designed as

Under-reinforced section

Over-reinforced section

Redesign

Balanced section

2 / 10

Category: Class 3 RCC design

As per IS-456 Edge thickness of rectangular footing shall not be less than

100 mm

150 mm

200 mm

300 mm

3 / 10

Category: Class 3 RCC design

A T-beam behaves as a rectangular beam of a width equal to its flange if its neutral axis

Remains within the flange

Remains below the slab

Coincides the geometrical center of the beam

None of above

4 / 10

Category: Class 3 RCC design

Spacing of stirrups in a rectangular beam ,is

Kept constant throughout the length

Decreased towards the center of the beam

Increase at the ends

Increased at the center of the beam

5 / 10

Category: Class 3 RCC design

Maximum strain in concrete at failure is

0.0035

0.002

0.035

0.02

6 / 10

Category: Class 3 RCC design

A compression member is called pedestal if its effective length is less than ____times its least lateral dimension

7 / 10

Category: Class 3 RCC design

An Over-reinforced beam fails by

Crushing of concrete

Yielding of steel

Crushing of steel

None of above

8 / 10

Category: Class 3 RCC design

IS-456 permits maximum redistribution of_______of moments

15%

25%

30%

45%

9 / 10

Category: Class 3 RCC design

Column bars shall not be less than

8 mm

10 mm

12 mm

14 mm

10 / 10

Category: Class 3 RCC design

In two way slab lifting of corner occur due to

Resultant shear force

Torsional moment

Unbalanced moment

Resultant stress

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The average score is 66%

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Leaderboard :

Pos.	Name	Score	Duration
1	Ravi M Patel	100 %	27 seconds
2	Jay	100 %	32 seconds
3	Bhavna	100 %	39 seconds
4	Jigar Barot	100 %	46 seconds
5	Jigar Barot	100 %	1 minutes 19 seconds
6	Vipul chaudhari	100 %	1 minutes 20 seconds
7	Hirabhai	100 %	2 minutes 43 seconds
8	R1	100 %	3 minutes 11 seconds
9	Ahmad	90 %	24 seconds
10	Gopal Chaudhary	90 %	46 seconds
11	MrH	90 %	1 minutes 9 seconds
12	Palanpur Banaskantha	90 %	2 minutes 5 seconds
13	Rahul	90 %	2 minutes 23 seconds
14	Ab	90 %	2 minutes 49 seconds
15	Uuu	80 %	1 minutes 59 seconds
16	Ss	80 %	2 minutes 17 seconds
17	Harshil Padaya	70 %	22 seconds
18	Dhvs	70 %	57 seconds
19	Dp	70 %	1 minutes 49 seconds
20	R	70 %	1 minutes 53 seconds
21	O	70 %	2 minutes 2 seconds
22	Jay	70 %	2 minutes 19 seconds
23	Su	70 %	2 minutes 33 seconds
24	j	70 %	6 minutes 42 seconds
25	Bhavesh Moru	60 %	19 seconds
26	M R	60 %	44 seconds
27	As	60 %	1 minutes 34 seconds
28	Ggggg	60 %	1 minutes 50 seconds
29	Xyz	60 %	2 minutes 20 seconds
30	V	60 %	2 minutes 34 seconds
31	Ok	60 %	4 minutes 4 seconds
32	Np	50 %	1 minutes 36 seconds
33	Kartik	50 %	1 minutes 39 seconds
34	vb	50 %	1 minutes 42 seconds
35	B	50 %	1 minutes 59 seconds
36	Sneh	50 %	2 minutes 3 seconds
37	Rutvij Khalas	50 %	2 minutes 8 seconds
38	S	50 %	2 minutes 21 seconds
39	Vina	50 %	2 minutes 28 seconds
40	Q	40 %	3 minutes 4 seconds
41	Urmila solanki	40 %	3 minutes 9 seconds
42	Aman Jain	40 %	4 minutes 26 seconds
43	V	30 %	1 minutes 28 seconds
44	Pradip	20 %	1 minutes 30 seconds
45	Vi	20 %	2 minutes 1 seconds
46	Kp	10 %	52 seconds
47	R1	10 %	6 minutes 3 seconds

Free RCC Design Test 1

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