Aci 318-14 table 17.3.1.1

Building Code Requirements and Commentary for Structural Concrete (ACI 318-19) American Concrete Institute

. 3. For anchors installed in the soffit of sand-lightweight or normal-weight concrete over metal deck floor and roof assemblies, as shown in Figure 1 and Figure 2, calculation of
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Table 1. Comparison of results Pro CONNECT Edition\Samples\ Verification Models\10 Concrete Design\US\ACI\318-2014\ACI 318-14 Rectangular Column.

ICC-ES Evaluation Report ESR-3410 ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed CHAPTER 17 COMPOSITE CONCRETE FLEXURAL MEMBERS … CHAPTER 17 COMPOSITE CONCRETE FLEXURAL MEMBERS R1724 Tests have indicated that from MAE 3600 at Utah State University 0 ICC-ES Report ESR-1990 ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed , nor are they to be construed

steel insert element strength, Vsa,rod, given in Table 5 of this report. The lesser of ϕVsa 2Reference ACI 318-14 17.3.1.1 or ACI 318-11 D.4.1.1, as applicable. Table 1. Comparison of results Pro CONNECT Edition\Samples\ Verification Models\10 Concrete Design\US\ACI\318-2014\ACI 318-14 Rectangular Column. used for the Trubolt anchors as described in Table 3 of this report. Table 2 of this report, must be used in lieu of ACI 318-14 per ACI 318-14 Section 17.3.1.1. Allowable Stress Design (ASD) Installation Table (Solid Concrete Base Materials ). Dimension/ in accordance with Section 1605.2 of the IBC, ACI 318-14. 5.3 or ACI 1Reference ACI 318-14 17.3.1.1 or ACI 318-11 D.4.1.1, as applicable. In Eq. (D-1), and (D-2) (ACI 318-05,-08), Table D.4.1.1. (ACI 318-11) or Table 17.3.1.1 (ACI 318-14) ϕNn and ϕVn are the lowest design strengths determined

ACI 318-14, Building Code Requirements for Structural Concrete, and ACI based on the assessment criteria of ACI 355.2 and Table 17.3.1.1—Required 1–Required Strength of Anchors (ACI 318-14 Table 17.3.1.1). If E is greater than twenty percent of the total factored tension load, Part D.3.3.4.2 (Section 17.2.3.4.2 ) 1 (Table 17.3.1.1). Unlike seismic tension design strengths, no 0.75 seismic reduction is applied to non-steel seismic shear design strengths. Each calculated 1 (Table 17.3.1.1) illustrates the general concept for ACI 318 anchor design. Reference ACI 318-11 Table D.4.1.1 and ACI 318-14 Table “ACI Design Handbook,” Publication SP-17(11), Amer- ican Concrete Institute, Farmington Hills, MI, 2011, 539 pp. (This provides tables and charts for design of The Reorganized ACI 318 14 Code. - Are You Ready Member ACI 318 – Structural Concrete Bldg. Code, Table 25.2.4 — Minimum center-to-center spacing.

Building Code Requirements and Commentary for Structural ...

CFD-ACI-318-14 - Free download as PDF File (.pdf), Text File (.txt) or read online for free. CFD-ACI-318-14 318-14-tableofcontents | Beam (Structure) | Prestressed ... table of contents aci Building Code Requirements and Commentary for Structural ... Building Code Requirements and Commentary for Structural Concrete (ACI 318-19) American Concrete Institute

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5 Jul 2016 Refer to Table 19.3.2.1, ACI 318-14, for mixture requirements. S o i l S t r u c t u r e . c o m. 1. Retaining Wall v3.0.1 (

Allowable Stress Design (ASD) Installation Table (Solid Concrete Base Materials ). Dimension/ in accordance with Section 1605.2 of the IBC, ACI 318-14. 5.3 or ACI 1Reference ACI 318-14 17.3.1.1 or ACI 318-11 D.4.1.1, as applicable.