Please help translate this paragraph into English Thank you very much!! 30

Updated on amusement 2024-03-16
2 answers
  1. Anonymous users2024-02-06

    This design is the same as the design of the prestressed concrete T-girder bridge from Pingyuan Street to Suolong Temple 11 in the form of a free contract to the local agricultural road 1 (k0 value). The bridge is a prestressed concrete structure, a simply supported girder bridge with a span arrangement of (4 20) m, a superstructure with variable T-girder bridge height, box girder support, medium height is 133 fenvalerate wharf gravity piers. The abutment is a gravity abutment.

    The design and calculation process of this article, comparing and selecting the best option from several bridge types; And make the overall structural design mainly for the calculation of the internal forces and reinforcement about , check the strength and emphasize, check the base. The design of the main points is as follows. First, compare several bridge types; Earn the arrangement of the bridge type; In fact, the unit division of the structute; Fourth, calculate the dead load of internal forces; 15 39 Calculate the internal force movable property load; Combine to understand each load; Guo arranges prestressed steel bars; Subvert the calculation of prestress loss; 9 .

    Prestressed concrete T-girder bridge gravity pier gravity abutment abutment island high-rise elements. These tofu definitions fit the actual object to make your application. Usually you will have beans defined as your service layer objects, your data access objects (cardiopulmonary bypass) award objects such as struts in the case of action, base objects such as SessionFactory Hibernate, JMS queue references, etc. (the possibilities are never-ending processes, and there is only a limited scope and complexity of your application).

    Usually a container that is not configured with fine-grained objects).The composition is based on the XML configuration meta which can often be useful to split the container defined into multiple XML files.

    The one-way then load application background is the configuration, the XML from these fragments, which is the location where the application aspect construct is used to take multiple resources. With Tofu Factory a bean definition, the reader can use to read the definition multiple times to talk from each archive. Generally speaking, the spring team prefers the above approach due to the fact that it keeps saying that the container profile is unaware that they are being combined, etc.

    An alternative approach is to use one or more events to load the elements of Phaseolus vulgaris definition from another file (or archive).Any element must be placed in the molecular file for importation.

  2. Anonymous users2024-02-05

    About Pingyuan Street This design of the same section of Suolong is the temple 11 free method to the local farmland contract road 1 (k0+ pre-stressed concrete shaping t supported the design of the beam bridge.

    The bridge belongs to a beam bridge that is a simple support. The pre-stressed concreted structuer span finishing is (4 20) the superstructure is indefinite shaped t supported by the beam bridge. The tie-up of the height supports it, and the middle height is too.

    The pier is a gravity pier.

    The piers are gravity piers.

    This essay focuses first and foremost on the bridge. The design and calculation process, comparing and selecting the best plan from several bridge types; And do the main span next. A comprehensive structural design in the superstructure.

    On the third performs the calculation of the intrinsic strength and reinforcement of the bar, and finally checks for tension, stress and deviation. to check the basics.

    The main meaning of the design is pursuit.

    1.Comparison of several bridge types;

    2.finishing of bridge types;

    unit partitions;

    4.the calculation of the inner strength of the burden of death;

    5.the calculation of the inner strength of the burden of change;

    6.the combination of each burden;

    7.Finishing of pre-stressed reinforced bars;

    8.calculation of the loss of pre-stress;

    9.section of the examination of tension;

    10.Inspection of joint pressures and deviations;

    11.to check the basics.

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