Exercice 3: Soit une ferme en porte-à-faux à section variable (figure 7.3), Déterminer par la méthode de CREMONA et de RITTER les efforts et les types de sollicitation dans les barres dans les barres. 2 Figure 7.3
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Consider a cantilever truss with variable section (figure 7.3). Determine the forces and types of stress in the bars using the CREMONA and RITTER method.
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- Define Subgrade Reaction Method.Exercise 2 effective stress in situ byg504 autumn 21 mu copy Se gjennom Visning Hjelp Bildeformat Releranser Masseutsendelser OSøk AaBbCcDc AaBbCcDc AaBbC AaBbCcl Aaß AaBbccC Undertittel A Aa A E E AL T E Erst- - v - v - 1 Normal TIngen m. Overskrift 1 Overskrift 2 Tittel A Velg A- D. A 三三三|、 ,▼ Rediger Stiler Avsnitt 5. For the seepage situations shown in Figure 2, determine the effective normal stress on positions at middle level of soil (as shown as X-x) in cases (1) and (2). B.) If the upper container is raised one meter, whereas the lower container is lowed one meter in case (1), how the effective stress is changing at level x-X. (The saturated unit weight of the soil is assumed 20 kN/m³) 2m (2) Figure for question 5 temal Normal Tilgjengelighet Underssk Gjenopprettet 16°C Fc F4 F5 F6Consider the following statementsProper use of internal vibrators include Vibrators can be used to move concrete horizontally To avoid the internal effects of bleeding, the vibrator should penetrate to the bottom of the layer and at least 150 mm into any previously placed layer The distance between insertions should be about 1 ½ times the effective radius of the vibrator To speed up the compaction, Internal vibrators can touch the reinforcing bars of the element but not the formwork. Of these statements Select one: A. All statements (1-4) are correct B. 2 and 3 are correct C. 2 and 4 are correct D. 1 and 3 are correct
- calculati the B005 at 20°C of a waste water data- BOD bottle capacity following SEED CONTROL sample вол = 300 me TEST SAMPLE vol. of Seed added = Doi of Seed + DW = DO of seed + DW = 4.8 ome 8.2mg le mgle vol- of seed added = 2ml vol of sample added = 30 me Doi of SS + D.W + Sample = DOf of S.St D.W + sample = 6.1mg = 3.2 Il mgle4:57 O A O NI l al 69% + Activity No. 9.ppt Activity No. 9 Pempared ty Engr. Michael John T. Samodiayon Problems: Using SecantMethod (5 decimal places) 1. f(x) = x^3 -x- 1, use stopping criterion = 0.00001 2. f(x) = x^6-x-2, use SC = /Ax2/s 0.00001. Use initial guess x- 1 and 2 Problem: Regular Falsi Method 1. f(x) = x^3 – x- 1, use stopping criterion = 0.0001 IIEl aire a una temperatura de 80°Cfluye a través del tubo. En A, lapresión es de 20 kPa y la velocidades 4 m/s. Determine la presión enB. Suponga que el aire esincompresible
- Looking for genuine Solution ,Urgent.Determine di, doo, dao % thru 100 100 99.6 Sieve (m) 2000 1700 1400 1180 DE 1000 D850 D710 D600 D500 425 Boo 200 pan 99.5 87.7 54 19.8 6.3 2,3 1.0 0.3 0.2 % thru 8 100. 10. dio d 60 Sieve opening (μm)" ис= 260 dio air flow dso Cair Sequing (km)EXERCSE #1 EXERCIE Hte Mo M-IKN-m 42 4/2 し-3m i DETERMINE THE MAXI Mum DEFLECTIOW.
- please fill out the table using the given data ASAPDetermined and fil-up the unknown data of the given table. Physical Properties Mix Design Specific Dry-rodded Materials Fineness Estimated Absolute gravity weight ft3 Absorption modulus Ib/yd3 Ib/yd3 (SSD) Ib/ft3 Cement 3.15 ? ? Sand 2.64 0.7 2.72 11/2 62.4 Ib/ft Gravel 2.67 0.5 100.5 Water ? Vol. of entrapped air w/C = ? GIVEN: Specification Requirements compressive strength, psi 4000 Slump, in. 3 4i need the answer quickly