Q.1) A rectangular beam supported on 300 mm wall having clear span 6m. Live load is 12 KN/m. Use M20 and Fe 415 materials. Width of beam is fixed at 300mm. Design the beam. What’s the effective depth on this one I am trying to calculate the effective span which is the c/c distance between supports using IS code
Nice video. Well explained. Can you put a video for calculating forces in bolts in a moment connection design or moment connection base plate?... Btw thankyou for such videos.
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Q.1) A rectangular beam supported on 300 mm wall having clear span 6m. Live load is 12 KN/m. Use M20 and Fe 415 materials. Width of beam is fixed at 300mm. Design the beam.
What’s the effective depth on this one I am trying to calculate the effective span which is the c/c distance between supports using IS code
Very good thanks 😊
Please make vedios for double wall sheet pile , cofferdams
Nice video. Well explained. Can you put a video for calculating forces in bolts in a moment connection design or moment connection base plate?... Btw thankyou for such videos.
Thank you! it's on our to do list.
simply amazing
If span 6m column 20*70cm
Is beam be 70cm*20cm?
Some wrong in calculation
6000/278 = 21.58 not 20.9
How to calculate it if the cover isn’t given?