Beam and slab formwork using hd tower

Objective:

To Set the Beam Formwork.

Apparatus Materials:

Timber Beam, Plywood Sheathing, Aluminium Beam, Bracing, Bolt, U-Head, Base Plate, Beam Forming Support With Extension, Hammer and Nail.

Step 1

Calculation of cross-sectional area:

Welcome to Foundation in Beam Formwork Experiment of Formwork Technology in Civil Engineering Virtual Lab developed by Prof. K. N. Jha, Department of Civil Engineering, IIT Delhi.
Prof. K. N. Jha Image Prof. K. N. Jha IIT Delhi

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Calculations:
Total Length(m)
Weight(kg)
Cross-sectional area (mm2)

Results
Date of test:
Grade of Steel: 550 SD steel

Weight of specimen (g) 698
Length of specimen (mm) 805
Effective cross-sectional area, So(mm2) = 110.4
Original gauge length L (mm) = 59.4
Choosen gauge length Lo (mm) 60
Yield Stress (MPa) 480.84
Tensile Strength (MPa) 600.62
TS/YS Ratio 1.25
Final gauge length, Lu mm 77
Final diameter minimum (mm) 7.1
% Elongation after fracture 28.33
% Reduction in area 64.13

Question text

  • India

Certificate of Completion
Sneha Jadon
has succesfully performed Virtaul Lab Experiment on Foundation in Formwork
Date 10-10-2023
which is developed by VIRTUAL LABS - IIT Delhi
arrow blinkArrow laerrow laerrow2 logo man measurearrow measurearrow2 redsize speech_off_btn speech_on_btn talk_cloud iit-delhi-logo left_aluminium1.png left_aluminium2.png left_base_plate1.png left_base_plate2.png left_base_plate3.png left_base_plate4.png left_beam1.png left_beam1_left.png left_beam1_right.png left_beam2.png left_beam2_left.png left_beam2_right.png left_beam3.png left_beam4.png left_beam5.png left_beam6.png left_bfs1_left.png left_bfs1_right.png left_bfs2_left.png left_bfs2_right.png left_bfs3_left.png left_bfs3_right.png left_ct_prop1.png left_ct_prop2.png left_ct_prop3.png left_ct_prop4.png left_sheathing1.png left_sheathing_left.png left_sheathing_right.png left_uhead1.png left_uhead2.png left_uhead3.png left_uhead4.png right_aluminium1.png right_aluminium2.png right_base_plate1.png right_base_plate2.png right_base_plate3.png right_base_plate4.png right_beam1.png right_beam2.png right_beam3.png right_beam4.png right_beam5.png right_beam6.png right_beam_left1.png right_beam_left2.png right_beam_right1.png right_beam_right2.png right_bfs_left1.png right_bfs_left2.png right_bfs_left3.png right_bfs_right1.png right_bfs_right2.png right_bfs_right3.png right_ct_prop1.png right_ct_prop2.png right_ct_prop3.png right_ct_prop4.png right_sheathing1.png right_sheathing_left.png right_sheathing_right.png right_u_head1.png right_u_head2.png right_u_head3.png right_u_head4.png slab_aluminium1.png slab_aluminium2.png slab_beam1.png slab_beam2.png slab_beam3.png slab_beam4.png slab_beam5.png slab_ct_prop1.png slab_ct_prop2.png slab_ct_prop3.png slab_ct_prop4.png slab_sheathing1.png slab_uhead1.png slab_uhead2.png slab_uhead3.png slab_uhead4.png slab_u_head1.png left_sheathing1_nail1.png left_sheathing1_nail2.png left_sheathing1_nail3.png left_sheathing1_nail4.png left_sheathing1_nail_helper.png right_sheathing1_nail1.png right_sheathing1_nail2.png right_sheathing1_nail3.png right_sheathing1_nail4.png right_sheathing1_nail_helper.png left_bracing1.png left_bracing10.png left_bracing2.png left_bracing3.png left_bracing4.png left_bracing5.png left_bracing6.png left_bracing7.png left_bracing8.png left_bracing9.png right_bracing1.png right_bracing10.png right_bracing2.png right_bracing3.png right_bracing4.png right_bracing5.png right_bracing6.png right_bracing7.png right_bracing8.png right_bracing9.png
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