what is the formula to find the sttel (bar)length in beam
having bent up at l/4 t 45 degree & 60 degree.
No Answer is Posted For this Question
Be the First to Post Answer
How to convert sqft in cft
Structural steel: For a thumb rule check in field, the allowable weight which can be hung down for 10mm dia mild steel rod, of yield value of 0, 25 KN/mm2 and applying a factor of safety 2.00, will be how many kg?
Differentiate orthographic and isometric projections?
how do you intend to overcome such challenges?
How the reconcilation of the steel can be done?
3 Answers IL, JMC, JMC Projects, Simplex,
5. Two long boundary walls run parallel to each other at a center to center distance of 1 meter apart. The width and height of the first wall are 0.30 m and 2.5m respectively. While those of the second are respectively 0.18m and 3.5m. Plot the distribution of vertical stress intensity due to walls on a horizontal plane, 1m below ground level. The walls have negligible depth of foundation and are made of brick masonry (y = 19.2 kN/m cu)
1.DIFFERENCE BETWEEN NOMINAL MIX AND DESIGN MIX? 2.WHAT IS MEANT BY STRUCTURAL DESIGN? 3.IN STAAD WHY WE RELEASE MOMENT TO A MEMBER? 4.ON WHAT BASIS PARTIAL FACTOR OF SAFETY ARE DECIDE?FROM THE LOAD COMBINATION? 5.WHY WE PROVIDE EXTRA BAR & DEVELOPEMENT LENGTH AT TOP? 6.FULL FORM OF SPT & SMB? 7.WHAT IS MEANT BY ITP IN A CONSTRUCTION PROJECT? 8.WHAT IS LEAST COUNT OF THEODOLITE SURVEY? 9.WHAT ARE THE CAUSES OF FAILURE OF FOUNDATIONS AND REMEDIAL MEASURES? 10.WHAT ARE THE VALUES OF COMPRESSIVE STRENGTH? 11.STEEL CALCULATION FOR FOOTING,BEAM & SLAB? 12.WHAT IS MEANT BY GANTRY GIRDER? 13.IN SITE HOW WE CAN IDENTIFY THE ONE WAY, TWO WAY SLAB? 14.DIFFERENCE BETWEEN ANCHORAGE LENGTH & DEVELOPEMENT LENGTH? 15.BEARING CAPACITY OF STEEL SHUTTERING?LOAD CARRYING FOR SHUTTERING?
how to nfind out the specific gravity of sand.aggregate,water please help...
I'm puting roof slab M20 Design Concrete,Twoway slab how many days wait for remooving of shuttering?
IN CIVIL ENGINEERING DESIGN WHY WE ARE USING LIMIT STATE METHOD IS BEST? I THINK WORKING STRESS METHOD IS BEST? EX; FOR COLOUMN DESIGN IN LIMIT STATE METHOD AST IS;1913SQ.MM SAME TIME WORKING STRESS METHOD IS ;2213. SO I THINK WORKING STRESS METHOD IS VERY STRONG COMPARE THEN LIMIT STATE METHOD? MY OPENING IS CORRECT OR NOT? PLS TO EXPLAIN SIRS
What is the use of offset command?
The corrosion resistance of a material is.
Civil Engineering (5086)
Mechanical Engineering (4456)
Electrical Engineering (16639)
Electronics Communications (3918)
Chemical Engineering (1095)
Aeronautical Engineering (239)
Bio Engineering (96)
Metallurgy (361)
Industrial Engineering (259)
Instrumentation (3014)
Automobile Engineering (332)
Mechatronics Engineering (97)
Marine Engineering (124)
Power Plant Engineering (172)
Textile Engineering (575)
Production Engineering (25)
Satellite Systems Engineering (106)
Engineering AllOther (1379)