Calculate the spacing of the shear reinforcement

Reference no: EM133149373

Question 1:

Figure 2 shows a reinforced concrete flanged beam and cantilever, with a section through the cantilever showing the reinforcement at its support.

The beam is loaded with a uniformly-distributed permanent load (including self-weight) and two concentrated variable loads, as shown.

(i) From the reinforcement details shown, calculate the maximum characteristic value of the point load (F_Q2) at the tip of the cantilever.

(ii) Calculate the spacing of the shear reinforcement at the left of the cantilever support.

(iii) Calculate the maximum design moment in the main span of the beam. Hence calculate the main flexural reinforcement at the point of maximum bending moment! (Assume two layers of tension reinforcement; flange width= 1000 mm.)

DATA
Compressive strength of concrete, ρ_e, = 32MPa

Yield stress of longitudinal reinforcement, fxy = 500 MPa

Yield stress of shear reinforcement, fxy,f = 250 MPa

Concrete cover = 30 mm

1848_Shear reinforcement.jpg

Reference no: EM133149373

Questions Cloud

Determine the amount of depreciation expense : During Year 1, the machine produced 36,000 units and during Year 2, it produced 38,000 units. Determine the amount of depreciation expense for Year 1 and Year 2

Search and discover-affiliate programs : Use a search engine to identify at least three affiliate programs. List the services and costs for each program. If possible, find user reviews of each program.

Sales for a high end company : Part 1- Multiple Choice Questions (circle, underline or highlight correct answer)

What are the internal and external stakeholders : (1) What are the internal and external stakeholders? (2) Please provide an example of enterprise-level strategy?

Calculate the spacing of the shear reinforcement : Calculate the spacing of the shear reinforcement at the left of the cantilever support and Calculate the maximum design moment in the main span of the beam

What are the total equivalent units for direct materials : The ending work in process inventory on July 31 was 3,500 tons (70% complete). What are the total equivalent units for direct materials for July

What type of geologic hazards do you think might exist : What type of geologic hazards do you think might exist in developed areas? Explain. The type of geologic hazards that might exist in the developed areas include

Determine the direct materials and conversion costs : The conversion cost for the period in the Rolling Department is $292,050. Determine the direct materials and conversion costs

Overall it project integration management framework : How to use an overall IT project integration management framework related to the other project management knowledge areas and the project life cycle?

User Account

All Pages