When calculating the bearing capacity of members under combined load of shear and torsion, the interaction relation between shear and torsion should be considered for concrete bearing capacity while the reinforcement bearing capacity is just the linear superposition of shear bearing capacity and torsional bearing capacity of reinforcement.
When calculating the bearing capacity of members under combined load of shear and torsion, the interaction relation between shear and torsion should be considered for concrete bearing capacity while the reinforcement bearing capacity is just the linear superposition of shear bearing capacity and torsional bearing capacity of reinforcement.
When the normative method determines the formula for calculating bearing capacity of ground, fa is（ ） A: characteristic value of bearing capacity of ground B: modified characteristic value of bearing capacity of ground C: correction coefficient of bearing capacity of ground D: uncertain
When the normative method determines the formula for calculating bearing capacity of ground, fa is（ ） A: characteristic value of bearing capacity of ground B: modified characteristic value of bearing capacity of ground C: correction coefficient of bearing capacity of ground D: uncertain
bearing n.
bearing n.
The characteristic value of bearing capacity of foundation is the bearing capacity of foundation considering both the foundation strength and the deformation.
The characteristic value of bearing capacity of foundation is the bearing capacity of foundation considering both the foundation strength and the deformation.
What is the function of the thrust bearing?（）
What is the function of the thrust bearing?（）
Bearing knocks are likely to occur from （）.
Bearing knocks are likely to occur from （）.
As to the bearing， of the following， which statement is not true?（）
As to the bearing， of the following， which statement is not true?（）
In the design of a bearing the ___ is one of the prime consideration .
In the design of a bearing the ___ is one of the prime consideration .
Which of the following is NOT a test for evaluating subgrade bearing capacity? A: resilient modulus B: dynamic modulus C: reaction stiffness D: California bearing ratio
Which of the following is NOT a test for evaluating subgrade bearing capacity? A: resilient modulus B: dynamic modulus C: reaction stiffness D: California bearing ratio
Historicaldata might have a direct bearing on a decision.
Historicaldata might have a direct bearing on a decision.