1 votes, 5 avg

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

(ટેસ્ટ સબમિટ કરવાનો ઓપ્શન માત્ર છેલ્લા પ્રશ્ન ઉપર હશે)

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

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

100 mm

150 mm

200 mm

300 mm

2 / 10

Category: Class 3 RCC design

IS-456 permits maximum redistribution of_______of moments

15%

25%

30%

45%

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

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

5 / 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

6 / 10

Category: Class 3 RCC design

An Over-reinforced beam fails by

Crushing of concrete

Yielding of steel

Crushing of steel

None of above

7 / 10

Category: Class 3 RCC design

Maximum strain in concrete at failure is

0.0035

0.002

0.035

0.02

8 / 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

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

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

Your score is

The average score is 62%

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Leaderboard :

Pos.	Name	Score	Duration
1	Ravi M Patel	100 %	27 seconds
2	Harsh Makwana	100 %	29 seconds
3	Jay	100 %	32 seconds
4	H G	100 %	35 seconds
5	Y	100 %	38 seconds
6	Bhavna	100 %	39 seconds
7	Jigar Barot	100 %	46 seconds
8	Jigar Barot	100 %	1 minutes 19 seconds
9	Vipul chaudhari	100 %	1 minutes 20 seconds
10	Hirabhai	100 %	2 minutes 43 seconds
11	R1	100 %	3 minutes 11 seconds
12	Ahmad	90 %	24 seconds
13	Ff	90 %	45 seconds
14	Gopal Chaudhary	90 %	46 seconds
15	1234	90 %	57 seconds
16	Manan001	90 %	59 seconds
17	H G	90 %	1 minutes 7 seconds
18	MrH	90 %	1 minutes 9 seconds
19	HB	90 %	1 minutes 50 seconds
20	Palanpur Banaskantha	90 %	2 minutes 5 seconds
21	Rahul	90 %	2 minutes 23 seconds
22	Ab	90 %	2 minutes 49 seconds
23	D	80 %	1 minutes 19 seconds
24	Arth	80 %	1 minutes 47 seconds
25	H	80 %	1 minutes 50 seconds
26	Uuu	80 %	1 minutes 59 seconds
27	Dv	80 %	2 minutes 8 seconds
28	Ss	80 %	2 minutes 17 seconds
29	Naran Prajapati	80 %	3 minutes 44 seconds
30	Harsh Makwana	80 %	3 minutes 49 seconds
31	Harshil Padaya	70 %	22 seconds
32	Dhvs	70 %	57 seconds
33	Dp	70 %	1 minutes 49 seconds
34	R	70 %	1 minutes 53 seconds
35	O	70 %	2 minutes 2 seconds
36	2	70 %	2 minutes 12 seconds
37	Jay	70 %	2 minutes 19 seconds
38	Su	70 %	2 minutes 33 seconds
39	D	70 %	2 minutes 34 seconds
40	Ifif	70 %	2 minutes 41 seconds
41	j	70 %	6 minutes 42 seconds
42	Bhavesh Moru	60 %	19 seconds
43	M R	60 %	44 seconds
44	As	60 %	1 minutes 34 seconds
45	Ff	60 %	1 minutes 45 seconds
46	Ruchit	60 %	1 minutes 49 seconds
47	Ggggg	60 %	1 minutes 50 seconds
48	Sp	60 %	1 minutes 53 seconds
49	dj	60 %	2 minutes 19 seconds
50	Xyz	60 %	2 minutes 20 seconds
51	V	60 %	2 minutes 34 seconds
52	Gdjd	60 %	2 minutes 49 seconds
53	Ok	60 %	4 minutes 4 seconds
54	dj	50 %	1 minutes 28 seconds
55	Np	50 %	1 minutes 36 seconds
56	Kartik	50 %	1 minutes 39 seconds
57	Umang	50 %	1 minutes 40 seconds
58	vb	50 %	1 minutes 42 seconds
59	B	50 %	1 minutes 59 seconds
60	Sneh	50 %	2 minutes 3 seconds
61	556	50 %	2 minutes 8 seconds
62	Rutvij Khalas	50 %	2 minutes 8 seconds
63	S	50 %	2 minutes 21 seconds
64	Rahul	50 %	2 minutes 22 seconds
65	N	50 %	2 minutes 28 seconds
66	Vina	50 %	2 minutes 28 seconds
67	1	40 %	58 seconds
68	Dipk6	40 %	1 minutes 3 seconds
69	Sagarkumar Pranami	40 %	1 minutes 50 seconds
70	Jay	40 %	2 minutes 13 seconds
71	A	40 %	2 minutes 26 seconds
72	Q	40 %	3 minutes 4 seconds
73	Urmila solanki	40 %	3 minutes 9 seconds
74	Aman Jain	40 %	4 minutes 26 seconds
75	Manan001	40 %	5 minutes
76	chandrakant sengal	30 %	42 seconds
77	V	30 %	1 minutes 28 seconds
78	Uvais Shaikh	30 %	1 minutes 47 seconds
79	sdf	30 %	1 minutes 56 seconds
80	J	30 %	3 minutes 8 seconds
81	Mayur	30 %	4 minutes 27 seconds
82	2	20 %	57 seconds
83	D	20 %	1 minutes 22 seconds
84	Pradip	20 %	1 minutes 30 seconds
85	Vi	20 %	2 minutes 1 seconds
86	Kp	10 %	52 seconds
87	R1	10 %	6 minutes 3 seconds
88	Guest	0 %	0 second
89	ch	0 %	4 seconds

Free RCC Design Test 1

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