CHAITANYA BHARATHI INSTITUTE OF TECHNOLOGY (A)
A1-V-Sem-Structural Analysis-II-V-2021-22
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AY2021-22-UG-SEM-V-A1-18CEC15-SA-II-KKR-20210804-1- Introd_Vision_Mission_COs_PSOs_PEOs
AY2021-22-UG-SEM-V-A1-18CEC15-SA-II-KKR-20210805-2-ILDfor Reactions_SF_BM
AY2021-22-UG-SEM-V-A1-18CEC15-SA-II-KKR-20210809-3-Problems_ILDfor Reactions_SF_BM
AY2021-22-UG-SEM-V-A1-18CEC15-SA-II-KKR-20210811-4-_max values_pt_load_udl_longer
AY2021-22-UG-SEM-V-A1-18CEC15-SA-II-KKR-20210812-5-_max values_udl_shorter
AY2021-22-UG-SEM-V-A1-18CEC15-SA-II-KKR-20210816-6_max BM at section dur to several loads
AY2021-22-UG-SEM-V-A1-18CEC15-SA-II-KKR-20210818-7_max BM_ChosenLoad
AY2021-22-UG-SEM-V-A1-18CEC15-SA-II-KKR-20210819-8_Abs_max BM_Several_pt_loads
AY2021-22-UG-SEM-V-A1-18CEC15-SA-II-KKR-20210823-9_Abs_max endShear_max SF at_section
AY2021-22-UG-SEM-V-A1-18CEC15-SA-II-KKR-20210825-10_Max_qty_single_udl_longer loads
AY2021-22-UG-SEM-V-A1-18CEC15-SA-II-KKR-20210826-11_Max_qty_udl_Shorter
AY2021-22-UG-SEM-V-A1-18CEC15-SA-II-KKR-20210830-12_Max_qty_Two_pt_loads_theory
AY2021-22-UG-SEM-V-A1-18CEC15-SA-II-KKR-20210901-13_Max_qty_Two_pt_loads_Problems
AY2021-22-UG-SEM-V-A1-18CEC15-SA-II-KKR-20210902-14_Max_qty_Two_pt_loads_Non_stand_case
AY2021-22-UG-SEM-V-A1-18CEC15-SA-II-KKR-20210908-15_EUDL_Focal length
AY2021-22-UG-SEM-V-A1-18CEC15-SA-II-KKR-20210908-16_Type_trusses_ILD_forces in members
AY2021-22-UG-SEM-V-A1-18CEC15-SA-II-KKR-20210909-17_Pratt_truss_ILD_forces_Bottom_top_members
AY2021-22-UG-SEM-V-A1-18CEC15-SA-II-KKR-20210909-18_Pratt_truss_ILD_forces_Vertical_members
AY2021-22-UG-SEM-V-A1-18CEC15-SA-II-KKR-20210916-19_Pratt_truss_ILD_forces_Diagl_members_problems
AY2021-22-UG-SEM-V-A1-18CEC15-SA-II-KKR-20210916-20_Pratt_truss_problems_Warren_truss
AY2021-22-UG-SEM-V-A1-18CEC15-SA-II-KKR-20210917-21_Warren_truss_Through_Deck_type_problems
AY2021-22-UG-SEM-V-A1-18CEC15-SA-II-KKR-20210918-22_Curved_flange_Pratt_Warren_trusses
AY2021-22-UG-SEM-V-A1-18CEC15-SA-II-KKR-20210918-23_Deflections_truss_joints_Castiglions_method
AY2021-22-UG-SEM-V-A1-18CEC15-SA-II-KKR-20210923-24_Deflections_truss_joints_Castiglions_Problems
AY2021-22-UG-SEM-V-A1-18CEC15-SA-II-KKR-20210923-25_Deflections_truss_joints_Unit_Load method_Problems
AY2021-22-UG-SEM-V-A1-18CEC15-SA-II-KKR-20210924-26_Three_hinged_arches_reactions
AY2021-22-UG-SEM-V-A1-18CEC15-SA-II-KKR-20210925-27_Three_hinged_arches_Problems
AY2021-22-UG-SEM-V-A1-18CEC15-SA-II-KKR-20211001-28_Three_hinged_arches_Normal_Radial_shear
AY2021-22-UG-SEM-V-A1-18CEC15-SA-II-KKR-20211006-29_Normal_Thrust_Radial_shear_ILD_for_H_BM
AY2021-22-UG-SEM-V-A1-18CEC15-SA-II-KKR-20211009-30_ILD_H_BM_Normal_thrust_Radial_Shear at a section
AY2021-22-UG-SEM-V-A1-18CEC15-SA-II-KKR-20211009-31_Cables_Tension_length_due to pt loads
AY2021-22-UG-SEM-V-A1-18CEC15-SA-II-KKR-20211013-32_Max_Min_Tension_length_due to UDL
AY2021-22-UG-SEM-V-A1-18CEC15-SA-II-KKR-20211014-33_Anchor_Cables
AY2021-22-UG-SEM-V-A1-18CEC15-SA-II-KKR-20211020-34_Three_hinged_stiffening_girder
AY2021-22-UG-SEM-V-A1-18CEC15-SA-II-KKR-20211021-35_Slope_Deflection_Equations
AY2021-22-UG-SEM-V-A1-18CEC15-SA-II-KKR-20211022-36_SD_method_beams_without sinking
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A1-V-Sem-Structural Analysis-II-V-2021-22
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Home
Courses
Civil Engineering
UG
AY - 2021-22
V Semester
A1-V-Sem-Structural Analysis-II-V-2021-22
Summary
A1-V-Sem-Structural Analysis-II-V-2021-22
Teacher:
Sri K.Koteswara Rao Assistant Professor
Skill Level
:
Beginner