ZuoTi.Pro
Question

The loaded steel beam ABD shown in Figure A3 is supported at A by a bolted shear connection to the column W530 x 138 and at B by a steel tie BC.

A. select a steel section for the beam ABD;

B. Desing the steel tie BC

Note: ignore self-weight of structure STEEL TIE i 200kN BOLTED CONNECTION 垚 3m 1m W530X138 EIGURE AJ

engineering   Civil-Engineering   
0 0
Add a comment Improve this question Transcribed image text
Next > < Previous
Sort answers by oldest

Homework Answers

Answer #1

At first we will calculate design shear force. Then we will calculate required sectional area for design shear force. Then we will calculate sectional area for imposed moment. We will provide the maximum one. Then we will design the tie beam.

on A80) 0 hone, 12 of beNo 2 2.23 ip fort momen note →800 X106-1XZyx250 14:1 (Flaytic Section) These 3520 orm- -26.4 int able (area 25 . gim hus)P8 ㄒ A Sectional auneo negui,tal 2 X250 mo 330m

0 0
Add a comment
Know the answer?
Add Answer to:
The loaded steel beam ABD shown in Figure A3 is supported at A by a bolted shear connection to th...
Your Answer:

Post as a guest

Your Name:

What's your source?

Earn Coins

Coins can be redeemed for fabulous gifts.

Log In

Sign Up

Not the answer you're looking for? Ask your own homework help question. Our experts will answer your question WITHIN MINUTES for Free.
Similar Homework Help Questions

  • follow australian codes (a) The rigid bolted connection shown in Figure 4 is used to transmit a total vertical load...

    follow australian codes (a) The rigid bolted connection shown in Figure 4 is used to transmit a total vertical load of 350 kN applied as shown. Two bracket plates are connected to the flanges of the I section using the bolt groups (refer figure 4) and hence, the bolts are loaded in- plane. Determine if the bolted connection shown in Figure 4 can safely support the applied load (use cl. 9.4.1 AS4100 1998). The bolts are M20 of 8.8S grade...

  • The beam shown in the figure is loaded with a distributed dead load G (including self-weight)...

    The beam shown in the figure is loaded with a distributed dead load G (including self-weight) and a distributed live load Q. Additionally, a point load Pq is acting on the structure. aPa d. The following values are used for this singly reinforced beam 29 MPa 500 MPa A 280 mm Ag 1350 mm Po 90 kN d 540 mm G 12 kN/m d. 60 mm .Q26 kN/m . b.350 mm I 7m do load factor for Pa .S300 mm...

  • Simply supported beam is loaded as shown in figure. (a) Compute support reactions. (3) (b) Draw...

    Simply supported beam is loaded as shown in figure. (a) Compute support reactions. (3) (b) Draw Shear Force Diagram (SFD) to the scale. (c) Locate the point where shear force is zero. Do not use properties of similar triangles. (3) (d) Compute bending moment at all important points including point where shear force is zero. (4) (e) Draw Bending Moment Diagram (BMD) to the scale. (4) (1) Show deflected shape of the beam. Indicate which part is sagging and which...

  • A simply supported beam as shown in the figure. The beam section is W18x211. The beam...

    A simply supported beam as shown in the figure. The beam section is W18x211. The beam must support its own weight and must carry the following loading: Super-imposed distributed dead load = 0.25 kip/ft Distributed live load = 1 kip/ft Concentrated dead load = 12 kip The beam span L = 26 ft and the distance of the concentrated load from the right support a=6 ft. Consider analy- sis of beam subjected to load combination 1.2 dead + 1.6 live....

  • Question 3 For the simply supported steel beam with cross section and loading shown (see Figure...

    Question 3 For the simply supported steel beam with cross section and loading shown (see Figure 3a), knowing that uniformly distributed load w=60 kN/m, Young modulus E = 200 GPa, and yield stress Cyield=200 MPa (in both tension and compression). ул 15 mm w=60 kN/m ... 1 B A 15 mm + 300 mm IC - i 2.5m 1 1 15 mm 7.5m 1 150 mm Figure 3a (a) Check if: the beam is safe with respect to yielding (using...

  • x Homework 4 -(1).pdf ework%204%20-%20%20(1).pdf Statement: A beam is supported and loaded as shown in Figure...

    x Homework 4 -(1).pdf ework%204%20-%20%20(1).pdf Statement: A beam is supported and loaded as shown in Figure P4-11c. Ri R2 Perform the following: a) Determine the load function and obtain the shear, moment, slope and deflection functions then find the reactions for the data given in row d from Table P4-2. (Submit a hard copy in class) Draw the shear and moment, slope and deflection diagrams in Excel and show the maximum shear, moment, slope and deflection on each diagram (submit...

  • The following figure 1(a) shows a part of a reinforced concrete building in a school. The...

    The following figure 1(a) shows a part of a reinforced concrete building in a school. The structure consists of precast concrete hollow slabs that rests on the 10.8m long two reinforced concrete beams. The beams are supported on reinforced concrete columns. It is given that, on the top surface of the hollow slab, there will be a concrete screed with 50 mm thickness (assume density of concrete screed is 25 kN/m). In addition, there will be tiles that weigh 0.05...

ADVERTISEMENT
Free Homework Help App
Download From Google Play
Scan Your Homework
to Get Instant Free Answers
Need Online Homework Help?
Ask a Question
Get Answers For Free
Most questions answered within 3 hours.
ADVERTISEMENT
ADVERTISEMENT
Active Questions
ADVERTISEMENT