Студопедия
Случайная страница | ТОМ-1 | ТОМ-2 | ТОМ-3
АвтомобилиАстрономияБиологияГеографияДом и садДругие языкиДругоеИнформатика
ИсторияКультураЛитератураЛогикаМатематикаМедицинаМеталлургияМеханика
ОбразованиеОхрана трудаПедагогикаПолитикаПравоПсихологияРелигияРиторика
СоциологияСпортСтроительствоТехнологияТуризмФизикаФилософияФинансы
ХимияЧерчениеЭкологияЭкономикаЭлектроника

Task 4. Construction shear force and bending moment diagrams for beams

Читайте также:
  1. Construction materials
  2. Full Title Desearch and Development of a New Family of High-Efficiency Metal Vapor Lasers Pumped by Runaway Electron Beams Generated in a Gas Discharge Tech Area / Field

Construct shear force and bending moment diagrams for four beams loaded as shown in fig. 4. Assume: F = qa; l = a; M = qa 2.

Take the data necessary for computation from table 5.

table 5

variant /group No./                    
q, kN/m                    
a, m 1.1 1.2 1.3 1.4 1.5 1.6 0.7 0.8 0.9 1.5

Order of work

1. Draw the design scheme for the beam; indicate all dimensions and loads using letters and digits.

2. Determine values of support reactions; show them on the computation diagram using letters and digits.

3. Determine number of the beam sections and numerate them. Mark each section beginning and end.

4. Using the method of sections write the equations for determination shear force Q and bending moment M b for each section. Use value of boundary conditions in the equations to calculate Q and M b.

5. Construct the diagrams Q and M b.

 

For one of the beams of task 4 (by the teacher's choice) select I-beam section under condition of strength by normal stresses. Check up strength of the beam by shear stresses assume the allowable value of normal stress [ s ] = 160 MPа to computate.

1. On М b diagram determine the greatest value of bending moment Mmax for the selected beam. Under condition of bending strength determine the moment of résistance Wy .

2. Select I-beam number using the "I-beams" guide and calculated value W y.

3. check the strength of the beam by the greatest value of normal and shear stresses.

Fig.5. (see also p.15)


Fig.5. Continued (see also p.16)


Fig.5. Continued (see also p.17)


Fig.5. Continued (see also p.18)


Fig.5. Continued (see also p.19)


Fig.5. Continued (see also p.20)


Fig.5. Ending


Дата добавления: 2015-07-24; просмотров: 71 | Нарушение авторских прав


<== предыдущая страница | следующая страница ==>
Задача 3. Расчет вала на кручение| выполнение работ по устройству наружного освещения территории парковой зоны озера Долгое Приморского района Санкт-Петербурга

mybiblioteka.su - 2015-2024 год. (0.006 сек.)