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Dear Sir kindly find attached file I try to design a RC wall with force perpendicular to its plane (( see pic1)) we have reduced force in wall with TRZ = 3472 kN (( see pic2 )) but wh...
- Tags:
- wall design
dear sir i cant edit in graphic visibility.....and have problem with change discipline kindly find attach photo
dear sir i have to define raft with piles foundation. i defined raft with th=1000mm kz=1250 Kn/m3 ((according per soil report ) but i dont what value kx.ky .kz for pile 600 mm l=4m kin...
dear sir kindly find attached file 1-he define composite column ( concrete 500*1000 mm included UB 610X305X238 ) in section definitions but i have problem in design for this case ( capacity val...
Dear Sir kindly find attached file. i have to check punching for slabs but i have problems: for example : slab no.209 see( pic 1): for case S75 we have Q=1783.91kn but we i check shear in model ...
- Tags:
- check punching
Dear Sir When we check shear stress map in slab , Does ROBOT take into consideration parabolic shear stress block or equivalent stress block ( kindly find attached pic )?? Regards
- Tags:
- shear stress
Dear Sir Kindly find attached file, I have encountered a problem with connection design as follow: When I take base plate connection using “new connection tool bar” in connection layout If I have...
- Tags:
- steel connection
Hello i have model with static load + water uplift i consider most of load as auxiliary load , and calculation two main combination load see pic 1 with nonlinear analysis options see pic2 but (N...
i read about reduction of value near supporte in ( robot help ) but i have 2 questions : 1- when i checked moment(+) value at face of column for many columns i noted that this value reduced about 2...
Dear Sir first question Kindly find attached file http://www.4shared.com/zip/TcRbjMkQ/Robot.html i have model with seismic ( equivalent lateral force model ) when i checked effective seism...