unit 3 - SHEAR FORCE & BENDING MOMENT DIAGRAM
1 Introduction 0:13:48
2 3D & 2D Loading 0:50:13
3 Support system for 2D loading 0:47:57
4 Condition to ensure stability under 2D loading 1:01:41
5 Determinant & indeterminnt bbeam under 2D Loading & Types of beam 0:39:33
6 Axial, transverse & tosional load 0:20:07
7 Simple definition of beam 0:02:36
8 Axial & transverse loading in beam 0:08:16
9 Various types of load based on their distribution 0:57:35
10 Calculation of reaction in statically determinant beam (part I) -DTP 0:46:02
11 Calculation of reaction in statically determinant beam (CQ 1) 0:34:49
12 Calculation of reaction in statically determinant beam (CQ 2) 0:09:26
13 W/B MCQ & NAT Q No. 1 & 2 0:19:57
14 Various types of internal resistance 0:20:43
15 Various types of internal resistance under 2D loading 0:19:17
16 Calculation of shear force and bending moment 0:14:50
17 Calculation of shear force and its sign convention 0:51:54
18 Calculation of bending moment and its sign convention 0:50:10
19 Some key point 0:25:03
20 Some key point 0:25:21
21 Calculation of shear force and bending moment - DTP 0:18:02
22 Calculation of shear force and bending moment - DTP 0:09:12
23 Calculation of shear force and bending moment - DTP 0:22:58
24 Drawing curve by using slope 0:30:59
25 Slope of shear force & bending moment diagram 0:25:05
26 Method to draw SFD 0:25:29
27 Method to draw SFD (DTP) (W/B CQ 3) 1:02:55
28 Method to draw SFD (DTP) (W/B CQ 3) 0:40:28
29 Method to draw BMD 0:31:44
30 Method to draw BMD (DTP) (W/B CQ 4) 0:44:58
31 Method to draw BMD (DTP) (W/B CQ 5) 0:43:45
32 Method to draw BMD (DTP) (W/B CQ 5) 0:26:30
33 DTP (W/B CQ 6) 0:42:13
34 DTP (W/B CQ 7) 0:19:21
35 SFD & BMD in SSB - DTP (W/B CQ 8) 0:30:43
36 SFD & BMD in SSB -DTP (W/B CQ 9) 0:44:45
37 SFD & BMD in SSB -DTP (W/B CQ 10) 0:50:48
38 SFD & BMD in SSB -DTP (W/B CQ 11) 0:49:11
39 SFD & BMD in SSB -DTP (W/B CQ 12) 0:54:47
40 SFD & BMD in overhangiing beam -DTP (W/B CQ 13) 0:40:57
41 DTP (W/B CQ 14) 0:35:45
42 How to find maximum shear force (W/B CQ 15) 0:08:17
43 How to find maximum bending moment (W/B CQ 16) 0:51:07
44 DTP (W/B CQ 17) 0:30:55
45 W/B MCQ & NAT Q No. 3 0:07:21
46 W/B MCQ & NAT Q No. 4 0:17:06
47 W/B MCQ & NAT Q No. 5 & 7 0:30:47
48 W/B MCQ & NAT Q No. 9 0:19:30
49 W/B ESE (ME) Q.No. 3 & ESE (CE) Q.No. 1,2 & 6 0:36:42
50 W/B ESE (CE) Q.No. 7 & 9 0:19:56
51 Change in shear force between two section 0:17:41
52 Loading diagram fromSFD 0:48:05
53 Loading diagram fromSFD - -DTP (W/B CQ 18) 0:32:02
54 Loading diagram fromSFD - -DTP (W/B CQ 19) 0:06:51
55 Change in bending moment between two section 0:20:37
56 W/B MCQ & NAT Q No. 16 & 14 0:14:30
57 W/B MCQ & NAT Q No. 15 0:18:10
58 W/B MCQ & NAT Q No. 12 0:13:47
59 Beam under pure bending 0:17:26
60 Point of contraflexure 0:27:00
61 One Imp. question (part I) - W/B CQ 20 0:23:25
62 One Imp. question (part II) - W/B CQ 20 0:50:09
63 One Imp. question (part III) - W/B CQ 20 0:41:24
64 Internal joint 0:47:33
65 DTP (W/B CQ 21) - Part I 0:26:12
66 DTP (W/B CQ 21) - Part II 0:20:18
67 DTP (W/B CQ 22) 0:40:18
68 W/B ESE (CE) Q.No. 11 0:11:41