HCBBS Forum (English)
Submit Chemical Projects / Find Solutions
Amplify Your Requirements on a Broader Chemical Platform *Engineering · Technology · Equipment · Solutions*
Submit Request

Civil Engineering Structure Discussion Area ---- [Daily Question] Question from Issue 20151110

2015-11-10View Original

Thread Content

True or False: When calculating the normal section capacity of flexural members, the tensile and compressive forces in the concrete are not taken into account; the entire tensile load is borne by the steel bars. ( ) Answer: True
Reply #22015-11-10
When calculating the normal section capacity of flexural members, the tensile and compressive forces in the concrete are not taken into account; the entire tensile load is borne by the steel bars. (True)
Reply #32015-11-10
Correct————————————————————————————————————————————————
Reply #42015-11-10
When calculating the normal section capacity of flexural members, the tensile and compressive forces in the concrete are not taken into account; the entire tensile load is borne by the steel bars (False)
Reply #52015-11-10
When calculating the normal section capacity of flexural members, the tensile and compressive concrete is not taken into account; the entire tensile force is borne by the steel bars (√)
Reply #62015-11-10
When calculating the normal section capacity of flexural members, the tensile and compressive forces in the concrete are not taken into account; the entire tensile load is borne by the steel bars. (True)
Reply #72015-11-10
When calculating the normal section capacity of flexural members, the tensile and compressive forces in the concrete are not taken into account; the entire tensile load is borne by the steel bars (incorrect)
Reply #82015-11-10
When calculating the normal section capacity of flexural members, the tensile and compressive concrete is not taken into account; the tensile force is entirely borne by the steel reinforcement. (Yes)
Reply #92015-11-10
When calculating the normal section capacity of flexural members, the tensile and compressive forces in the concrete are not taken into account; the entire tensile load is borne by the steel bars. (True)
Reply #102015-11-10
Correct: When calculating the normal section capacity of flexural members, the tensile and compressive forces in the concrete are not taken into account; the entire tensile load is borne by the steel bars (√)
Reply #112015-11-10
When calculating the normal section capacity of flexural members, the tensile and compressive concrete is not taken into account; the entire tensile force is borne by the steel bars (Correct)

Submit a Project

**Looking for Chemical Technology, Equipment & Solutions?** No Registration Required Broader Platform Exposure | Global Chemical Service Provider Connections

Submit Request — Free Consultation

Disclaimer

This is an automated machine translation of the original thread. Some technical terms may have inaccuracies; the original text shall prevail. Click "View Original" at the top right to access the source page, which supports IP-based automatic real-time language translation. Please watch out for contact details and sales inducements to prevent fraud. All content and translations are for reference only, representing solely the poster's personal views. For enquiries, email service@hcbbs.com.