I am doing a Mathcad sheet for the design of steel connections. I have taken input from excel sheets for a value, now i want to compare two values both of those values are taken input from excel sheet but there is an error saying the value ust be scaler.please help me with this.
Can I model and analyze a multi-storey timber building in ETABS? From where can I get the proper timber material properties? Since the building has no steel or concrete will it be able to sustain lateral and gravity loads? and what all things should be changed in the section properties
Can I model and analyze a multi-storey timber building in ETABS? From where can I get the proper timber material properties? Since the building has no steel or concrete will it be able to sustain lateral and gravity loads? and what all thinkgs should be changed in the section properties
Yes i have uploaded my STAAD file. I cant understand why the maximum moments are not at the center section.
file link : https://files.engineering.com/getfile.aspx?folder=5deeb4cc-e30b-4bde-a639-a2fbe7dc6eff&file=4_x_2.5.std
Yes I modelled it using spring by giving Stiffness of spring in Y direction in fixed but support option without giving any release but still I am getting the maximum bending moment near support section for bottom slab where as for top slab maximum moment is at center. Kindly help me I am...
Is it necessary that the maximum Bending moment in culvert slab shall come at the center section of the slab? and maximum shear force near the support sections.Please solve my query.
while modelling a 2d box culvert in STAAD Pro what kind of support conditions are required. Is it fixed , pinned or spring support to account for soil stiffness. In case of Spring supports is it necessary to consider the upward reaction by soil or should it be neglected
