Coated Alkali-resistant fiberglass mesh cloth （gram weight 110）

Coated Alkali-resistant fiberglass mesh cloth （gram weight 110）

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Coated Alkali-resistant fiberglass mesh cloth is

based on C-glass or E-glass woven cloth and

treated by alkali-resistance copolymer resin on

the surface.

The woven cloth is made of fiberglass yarn or

roving by means of leno or plain weave.

The diameter of elementary fiberglass varies

between 9 and 15 micron.

The resin used for the surface treatment ensures

the property of alkali-resistance and increases

the mechanical durability that is required by the

construction industry.

Q: How does steel formwork perform in seismic zones?: Steel formwork performs well in seismic zones due to its high strength and durability. Steel is known for its excellent load-bearing capacity and resistance to bending and shearing forces, making it suitable for withstanding the intense shaking and vibrations caused by earthquakes. In seismic zones, the ground experiences significant movement during an earthquake, which can put immense pressure on the formwork system. Steel formwork, being rigid and robust, is able to withstand these forces without any significant deformation or damage. This ensures the stability and integrity of the structure during and after the seismic event. Additionally, steel formwork offers flexibility in design and construction, allowing for the creation of reinforced concrete structures that are better equipped to handle seismic loads. The use of steel formwork enables the incorporation of additional reinforcement elements, such as steel bars and mesh, which enhance the overall strength and ductility of the structure. This helps in dissipating the energy generated by seismic forces and reducing the risk of structural failure. Moreover, steel formwork is reusable and can be easily dismantled and reassembled, making it a cost-effective and sustainable choice for construction in seismic zones. This flexibility allows for the quick repair and reconstruction of structures in the event of earthquake damage, minimizing downtime and ensuring the safety of occupants. Overall, steel formwork is a reliable and resilient choice for construction in seismic zones. Its strength, durability, and flexibility make it well-suited to withstand the forces generated by earthquakes, ensuring the safety and stability of structures in these high-risk areas.

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Q: A 67.0kg- painter is on a uniform 23kg- scaffold supported from above by ropes. There is a 3.6kg- pail of paint to one side, as shown .: A 67.0kg- painter is on a uniform 23kg- scaffold supported from above by ropes. There is a 3.6kg- pail of paint to one side, as shown. I need to know how close to the right and left ends he can safely approach. As the painter moves beyond the ropes, his weight produces a torque which will cause the scaffold to rotate. Let’s chose the point where the right rope attaches to the scaffold as the pivot point. Clockwise torque = Weight * distance to the right of the right rope. Clockwise torque = 67.0 * 9.8 * d The weight of the scaffold is located at the center, which is 2 meters to the left of the pivot point. The weight of the can is located 3 meters to the left of the pivot point. Counter clockwise torque = (23 * 9.8 * 2) + (3.6 * 9.8 * 3) 67.0 * 9.8 * d = (23 * 9.8 * 2) + (3.6 * 9.8 * 3) Divide both sides by (67 * 9.8) d = 0.834 meters When the painter walks to a position that is 0.834 meter to the right of the right rope, the scaffold will begin to rotate clockwise. This will cause the paint can to slide to the right. Do the same process for the left side. This time the point where the left rope attaches to the scaffold is the pivot point. The only change is the distance of the paint can from the pivot point. The paint can is 1 meter from the left rope. 67.0 * 9.8 * d = (23 * 9.8 * 2) + (3.6 * 9.8 * 1) Solve for d! I actually did this a few summers ago. I walked beyond the rope. The scaffold rotated, and I sled down the scaffold and fell to the ground! I am glad that the scaffold was only 6 ft off the ground!

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