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👔 𝗚𝗿𝗮𝗯 𝘁𝗵𝗲 𝗼𝗽𝗽𝗼𝗿𝘁𝘂𝗻𝗶𝘁𝘆 𝗼𝗳 𝗳𝗿𝗲𝗲 𝗹𝗲𝗮𝗿𝗻𝗶𝗻𝗴 𝘄𝗶𝘁𝗵 𝗪𝗲𝗯𝗦𝗮𝗻𝗸𝘂𝗹 𝗖𝗶𝘃𝗶𝗹 𝗘𝗻𝗴𝗶𝗻𝗲𝗲𝗿𝗶𝗻𝗴.
✅ For upcoming AAE - 192 Post we started the "ચણતર & ઘડતર" YouTube Series
😳 Only on WebSankul Civil Engineering YouTube Channel 😴
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✅ 𝗦𝘂𝗯𝘀𝗰𝗿𝗶𝗯𝗲 𝗢𝘂𝗿 𝗬𝗼𝘂𝗧𝘂𝗯𝗲 𝗖𝗵𝗮𝗻𝗻𝗲𝗹 𝗳𝗼𝗿 𝗺𝗼𝗿𝗲
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WebSankul Civil Engg Opening.pdf
4.9 MB
✦ 𝗪𝗲𝗯𝗦𝗮𝗻𝗸𝘂𝗹 𝗖𝗶𝘃𝗶𝗹 𝗘𝗻𝗴𝗶𝗻𝗲𝗲𝗿𝗶𝗻𝗴
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ચણતર અને ઘડતર Ep - 01 By WebSankul.pdf
2.2 MB
✦ 𝗪𝗲𝗯𝗦𝗮𝗻𝗸𝘂𝗹 𝗖𝗶𝘃𝗶𝗹 𝗘𝗻𝗴𝗶𝗻𝗲𝗲𝗿𝗶𝗻𝗴
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👉GPSC Recruitment Notice
👉 GMC AAE
👉 Advt. No.68/2023-24
👉 Total Vacancy :5
👉 Online Form Date
08/11/23 to 30/11/23
👉 GMC AAE
👉 Advt. No.68/2023-24
👉 Total Vacancy :5
👉 Online Form Date
08/11/23 to 30/11/23
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08/11/23 to 30/11/23
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તમારા AAE બનવાના સપનાને સાકાર કરવા અને આવનારી પરીક્ષાની તૈયારીને વેગ આપવા માટે જોડાયેલ રહો અમારી YouTube Series 'ચણતર અને ઘડતર' સાથે દરરોજ સાંજે 7 વાગ્યે...
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A material is incompressible. Its Poisson's ratio will be
Anonymous Quiz
38%
(a) 0
5%
(b) -1
47%
(c) 0.5
10%
(d) 1
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If the load curve of a beam is oblique straight line, the shear curve would have been
Anonymous Quiz
18%
(a) Cubic Parabola
30%
(b) Horizontal straight
45%
(c) Parabola
6%
(d) Hyperbola
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If the ratio of two principal stresses is 1/2, what is the ratio of minimum principal stress to maximum shear stress?
Anonymous Quiz
28%
(a)0.5
35%
(b) 1
33%
(c)2
5%
(d) 4
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For a triangular cross section having horizontal base, Ratio of shear stress at mid-height of the section to shear stress at neutral axis of the section is
Anonymous Quiz
23%
(a) 3/4
21%
(b) 8/9
40%
(c) 9/8
16%
(d) 4/3
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Various activities of a project, are shown on bar charts by:
Anonymous Quiz
54%
(a) Horizontal lines
20%
(b) Vertical lines
22%
(c) Arrows
4%
(d) Circles
If an activity has its optimistic, most likely and pessimistic times as 2, 4 and 9 respectively, then its expected time and variance are______ and _______ respectively.
Anonymous Quiz
18%
(a) 4.5 and 7/6
23%
(b) 7 and 49/36
57%
(c) 4.5 and 49/36
3%
(d) 7 and 7/6
In a CPM network the activity is non-critical if-
Anonymous Quiz
28%
(a) EST=LST & EFT=LFT
34%
(b) EST<LST & EFT<LFT
31%
(c) EST>LST & EFT>LFT
7%
(d) EST<LST & EFT>LFT
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