Asap A W530x92 supports a uniformly distributedload of 12 kN/m (including the weight of thebeam) and equal concentrated load P at quarterpoints (L/4, L/2, and 3L/4). The compressionflange is laterally supported at quarter pointsand at the ends. The beam is 12m simplysupported. Using A36 steel, the beam has thefollowing properties:d= 533 mmbf = 209 mmtf = 15.6 mmtw =10.2 mmk = 32 mm%3Dry = 44.9 mm%3DSx = 2070 x 10^3 mm^3Zx = 2360 x 10^3 mm^3Es = 200,000 MPaIx 3D 552 х 10^6 MPаFind the maximum allowable load P so that itwill not exceed its maximum allowable momentcapacity. Use conservative assumption for Cb.Consider all the necessary failure that couldhappen.

Answered: Image /qna-images/answer/4c058c91-96a1-49b1-987e-7eb6764beae7.jpg

A W530x92 supports a uniformly distributed load of 12 kN/m (including the weight of the beam) and equal concentrated load P at quarter points (L/4, L/2, and 3L/4). The compression flange is laterally supported at quarter points and at the ends. The beam is 12m simply supported. Using A36 steel, the beam has the following properties: d = 533 mm %3D bf = 209 mm tf = 15.6 mm tw = 10.2 mm k = 32 mm ry = 44.9 mm Sx = 2070 x 10^3 mm^3 Zx = 2360 x 10^3 mm^3 Es = 200,000 MPa Ix = 552 x 10^6 MPa %3D Find the maximum allowable load P so that it will not exceed its maximum allowable moment capacity. Use conservative assumption for Cb. Consider all the necessary failure that could happen.

A W530x92 supports a uniformly distributed load of 12 kN/m (including the weight of the beam) and equal concentrated load P at quarter points (L/4, L/2, and 3L/4). The compression flange is laterally supported at quarter points and at the ends. The beam is 12m simply supported. Using A36 steel, the beam has the following properties: d = 533 mm %3D bf = 209 mm tf = 15.6 mm tw = 10.2 mm k = 32 mm ry = 44.9 mm Sx = 2070 x 10^3 mm^3 Zx = 2360 x 10^3 mm^3 Es = 200,000 MPa Ix = 552 x 10^6 MPa %3D Find the maximum allowable load P so that it will not exceed its maximum allowable moment capacity. Use conservative assumption for Cb. Consider all the necessary failure that could happen.

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

End Area (ft2) Volume (yd®) Volume (yd) Net Volume (yd) Station Mass Shrinkage Total Cut Fill Cut Fill Cut Fill Diagram (12%) Fill Ordinate 0+00 400 3+00 600 152 5556 843 101 945 4611 4611 6+00 500 93 9+00 253 20 The mass ordinate at sta 6+00 is: 9.200 O 6,111 O 4,589 O -4,589
『イAYY 13 of 544 * Asiacell T. A docs.google.com الحساب مطلوب اكتب اسمك والتوقيع على الورقة وتهمل اي اجابة بدون الاسم و الرسومات الضرورية Draw the F.B.D. for the beam shown in fig and then find the reactions at A and B? If wo= 35 kN/m and L= 9 m wo B 2 إضافة ملف إرسال رجوع عدم إرسال كلمات المرور عبر نماذج Go ogle مطلقا. تم إنشاء هذا النموذج داخل Mustansiriyah. Universityالإبلاغ عن إساءة الاستخدام Google &ilai منو يعرف يحله Hussein shaheed 07.03.21 at 11:29 AM
What is the purpose of sensors in perimeter and building security?
The vertical reaction at A is
Find the total area plz early i upvote definitely.
30 X60 ylom by bint lom SEI
(CONSTRUCTION MANAGEMENT).
(CONSTRUCTION MANAGEMENT).
Please show all steps Given the following Information, what is the Elevation of Point B? STA A HI 1.572 STA HCR VCR SD HR DESC B 0:00:00 87:06:55 87.006 0.700 NAIL Point Elevation A 1180.525
Form this schedule of activities, what is the expected time to complete the project? Immediate predecessor Activity Time 12 14 5 E A F B,C,E G 10 22 Select one: O a. 21 ОБ. 20 c. O c. 19 O d. 22 4,
First write question on plan fair paper after then give solution on that paper I will like your solution
Define the term Ground-Penetrating Radar.