Double cage material hoist SC200/200G

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Q:Known length of 50.8 meters, known to be designed for the width of the area of the loss of 1 x 0.25, I have calculated the base cap,. {1.0 * 0.25 + [0.37 + 1 x 0.1 / 2 + 0.47 * 0.1] on the bottom and bottom formula is multiplied by the divided by two. So how to calculate the foundation beam. Formwork and cushion,: . Calculate the volume of the cushion should be very good, where the beam on the cushion ah, as to how the layout drawings will be.

Q:When the main beam and secondary beam connection, calculate the area of the template is good, there is no simple method: From the main beam to break, that is, the secondary beam axis to the axis of the long axis of the main axis of the beam to reduce the length of the beam width

Q:How to do irrigation formwork: Pro, beam section is marked on the drawings, the beam is 200*500.

Q:What is the meaning of the steel beam overhead on the top of the beam formwork: So in the form of the frame up binding, binding with a crane to lift the steel beam, the following overhead with the wood out of the beam of steel on the template

Q:When Liang Banzhong beam template calculation is the calculation of him in the board? Because in the calculation of engineering quantity of concrete beam by beam plate calculation. But when the template is, the book is not clear. In the calculation of the time quota template can have a beam plate.I use the Guizhou 04 quotaEspecially your last sentence, I haven't said anything yet,There is the Guizhou 04 fixed and did not say what sub beam frame beam separationAbove the beam plate is to explain the main beam, sub beam and plate, according to the calculation of beam and plate volumeThen you explain to me the frame beam is not the main beam? According to this explanation, why do you separate the frame beam: Calculate the area between the axis, into the wall of the plate into the area of the plate, and then deduct more than 0.3 of the hole, that is, the area of the beam plate

Q:Should not be on the front and back of the four sides of the template? Why is the width of the beam length multiplied by the beam surface? Isn't that the three face?: Only the bottom surface of the beam and two sides of the template, there is no need to shop template.

Q:What is the foundation beam template: The foundation beam without the beam side template of this code, the foundation beam is not calculated at the bottom of the template, select the basis of the beam on the beam directly to the template area.

Q:What is a large volume template? How much is the cross section of the beam, belonging to the large volume template?: The above construction total load of more than 10kN/m2, or concentrated line load greater than 15kN/m template support system that belongs to the template, if you do not consider other loads, considering the single weight, according to concrete 25000KG/m3 calculation, then the beam section area of 0.4m2 belongs to the template, such as 400*1000, 300*1350, 500*800 etc.. Central line loads can be calculated in similar ways.

Q:I would like to ask the three sides of the template is calculated on the surface of which is the three? Novice do not understand thank you: Beam template is to calculate three sides, is the beam of the two sides with the bottom of the beam

Q:A set of 50 m T beam steel template weight: Fifty m T beam steel formwork, a complete set of general must contain a set of side beams in the beam half

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