1 votes, 5 avg

103

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

IS-456 permits maximum redistribution of_______of moments

15%

25%

30%

45%

2 / 10

Category: Class 3 RCC design

Maximum strain in concrete at failure is

0.0035

0.002

0.035

0.02

3 / 10

Category: Class 3 RCC design

Column bars shall not be less than

8 mm

10 mm

12 mm

14 mm

4 / 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

5 / 10

Category: Class 3 RCC design

An Over-reinforced beam fails by

Crushing of concrete

Yielding of steel

Crushing of steel

None of above

6 / 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

7 / 10

Category: Class 3 RCC design

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

8 / 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

9 / 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

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

Your score is

The average score is 61%

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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	rrr	90 %	1 minutes 35 seconds
20	HB	90 %	1 minutes 50 seconds
21	SAMEER CHAUHAN	90 %	2 minutes 1 seconds
22	Palanpur Banaskantha	90 %	2 minutes 5 seconds
23	Rahul	90 %	2 minutes 23 seconds
24	Ab	90 %	2 minutes 49 seconds
25	H b	80 %	1 minutes 17 seconds
26	D	80 %	1 minutes 19 seconds
27	Parth Parmar	80 %	1 minutes 23 seconds
28	Arth	80 %	1 minutes 47 seconds
29	H	80 %	1 minutes 50 seconds
30	Uuu	80 %	1 minutes 59 seconds
31	Mayur Chaudhari	80 %	2 minutes 7 seconds
32	Dv	80 %	2 minutes 8 seconds
33	Uchiha	80 %	2 minutes 16 seconds
34	Ss	80 %	2 minutes 17 seconds
35	Naran Prajapati	80 %	3 minutes 44 seconds
36	Harsh Makwana	80 %	3 minutes 49 seconds
37	Harshil Padaya	70 %	22 seconds
38	Dhvs	70 %	57 seconds
39	Dp	70 %	1 minutes 49 seconds
40	R	70 %	1 minutes 53 seconds
41	O	70 %	2 minutes 2 seconds
42	2	70 %	2 minutes 12 seconds
43	Jay	70 %	2 minutes 19 seconds
44	Uchiha	70 %	2 minutes 27 seconds
45	Su	70 %	2 minutes 33 seconds
46	D	70 %	2 minutes 34 seconds
47	Ifif	70 %	2 minutes 41 seconds
48	j	70 %	6 minutes 42 seconds
49	Bhavesh Moru	60 %	19 seconds
50	M R	60 %	44 seconds
51	As	60 %	1 minutes 34 seconds
52	Ff	60 %	1 minutes 45 seconds
53	Ruchit	60 %	1 minutes 49 seconds
54	Ggggg	60 %	1 minutes 50 seconds
55	Sp	60 %	1 minutes 53 seconds
56	dj	60 %	2 minutes 19 seconds
57	Xyz	60 %	2 minutes 20 seconds
58	V	60 %	2 minutes 34 seconds
59	Gdjd	60 %	2 minutes 49 seconds
60	Rr	60 %	2 minutes 55 seconds
61	SAMEER CHAUHAN	60 %	3 minutes 54 seconds
62	Ok	60 %	4 minutes 4 seconds
63	dj	50 %	1 minutes 28 seconds
64	Sarth	50 %	1 minutes 33 seconds
65	Np	50 %	1 minutes 36 seconds
66	Kartik	50 %	1 minutes 39 seconds
67	Umang	50 %	1 minutes 40 seconds
68	vb	50 %	1 minutes 42 seconds
69	B	50 %	1 minutes 59 seconds
70	Sneh	50 %	2 minutes 3 seconds
71	556	50 %	2 minutes 8 seconds
72	Rutvij Khalas	50 %	2 minutes 8 seconds
73	S	50 %	2 minutes 21 seconds
74	Rahul	50 %	2 minutes 22 seconds
75	N	50 %	2 minutes 28 seconds
76	Vina	50 %	2 minutes 28 seconds
77	Jay makwana	50 %	2 minutes 34 seconds
78	1	40 %	58 seconds
79	Dipk6	40 %	1 minutes 3 seconds
80	Sagarkumar Pranami	40 %	1 minutes 50 seconds
81	Jay	40 %	2 minutes 13 seconds
82	A	40 %	2 minutes 26 seconds
83	Ddd	40 %	2 minutes 47 seconds
84	Q	40 %	3 minutes 4 seconds
85	Urmila solanki	40 %	3 minutes 9 seconds
86	Aman Jain	40 %	4 minutes 26 seconds
87	Manan001	40 %	5 minutes
88	chandrakant sengal	30 %	42 seconds
89	V	30 %	1 minutes 28 seconds
90	Uvais Shaikh	30 %	1 minutes 47 seconds
91	sdf	30 %	1 minutes 56 seconds
92	J	30 %	3 minutes 8 seconds
93	Mayur	30 %	4 minutes 27 seconds
94	2	20 %	57 seconds
95	D	20 %	1 minutes 22 seconds
96	Pradip	20 %	1 minutes 30 seconds
97	DJ	20 %	1 minutes 39 seconds
98	Vi	20 %	2 minutes 1 seconds
99	p	20 %	2 minutes 13 seconds
100	Kp	10 %	52 seconds
101	Hmg	10 %	1 minutes 36 seconds
102	R1	10 %	6 minutes 3 seconds
103	Guest	0 %	0 second
104	Guest	0 %	0 second
105	ch	0 %	4 seconds

Free RCC Design Test 1

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