• earthquake design

    md armanul hoda
    md armanul hoda
    ***WARNING: THE FACTOR FOR DYNAMIC ECCENTRICITY FOR LOAD# 6 IS ASSUMED TO BE 1.5.
    • over 1 year ago
    • RAM | STAAD | ADINA
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  • problem in RCDC how to solve this error

    AJINKYA CHINTALWAL
    AJINKYA CHINTALWAL
    • over 1 year ago
    • RAM | STAAD | ADINA
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  • Node coordinates

    Ayyappan Kumaravel
    Ayyappan Kumaravel
    How do i view the coordinates of the node apart from viewing it from the node table Thank you.
    • Answered
    • over 3 years ago
    • RAM | STAAD | ADINA
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  • Nodal Displacement and Member displacement and its allowable as per BS5950

    Yashwant Naik
    Yashwant Naik
    I have modelled one simple structure in STAAD PRO and found that there are two types of displacement value in post processing. NODE and MEMBER. Which displacement shall i use for comparing with allowable displacement as per BS5950 code.
    • over 3 years ago
    • RAM | STAAD | ADINA
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  • W14 x 53 section is encased in an 18 in x 22 in concrete section

    Muzhgan Ghafari
    Muzhgan Ghafari
    A W14 x 53 section is encased in an 18 in x 22 in concrete section. The composite column is 15 ft in length. In addition to the steel hot-rolled section, 4 #9 bars are placed as shown across the column cross-section. Determine the design strength, ϕP…
    • over 4 years ago
    • RAM | STAAD | ADINA
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  • SLAB ELEMENT RESULTS

    GAURAV GOSWAMI
    GAURAV GOSWAMI
    I am new in staad pro so please answer this question in very easy language....! When we design plate element than staad output gives concrete design results but i can't read them..... can anyone help me to read plate element design results..... …
    • over 5 years ago
    • RAM | STAAD | ADINA
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